Volume 3: General QD Criteria FOR ACCIDENTAL DETONATIONS 第 3 卷：意外引爆的一般质量标准
V3.1. INTRODUCTION. This volume provides general QD criteria for the accidental detonation of HD 1.1 through 1.6 AE and HD 6.1 items containing toxic CAs. V3.1.引言本卷规定了HD1.1至1.6AE和HD6.1含毒性CA物品意外引爆的一般QD标准。
V3.E3.1.1. Permissible Exposures to Airblast Overpressure V3.E3.1.1.气爆超压允许暴露量
V3.E3.1.1.1. 12psi[82.712 \mathrm{psi}[82.7 kilopascals (kPa)](\mathrm{kPa})] at 9W^(1//3)9 \mathrm{~W}^{1 / 3} where W is weight in pounds (lbs) [3.57Q^(1//3):}\left[3.57 \mathrm{Q}^{1 / 3}\right. where Q is NEQ in kilograms {:(kg)]\left.(\mathrm{kg})\right]. Barricading is required. V3.E3.1.1.1. 12psi[82.712 \mathrm{psi}[82.7 千帕 (kPa)](\mathrm{kPa})] ， 9W^(1//3)9 \mathrm{~W}^{1 / 3} ，其中 W 为重量（磅） [3.57Q^(1//3):}\left[3.57 \mathrm{Q}^{1 / 3}\right. ，其中 Q 为净重（千克） {:(kg)]\left.(\mathrm{kg})\right] 。需要设置路障。
V3.E3.1.1.1.1. Buildings that house the following are permitted at this overpressure: V3.E3.1.1.1.允许在此超压下建造容纳以下设备的建筑物：
V3.E3.1.1.1.1.1. Successive steps of a single production, renovation, or maintenance operation. V3.E3.1.1.1.1.单一生产、翻新或维护操作的连续步骤。
V3.E3.1.1.1.1.2. A security alert force. v3.e3.1.1.1.2.安全警报部队。
V3.E3.1.1.1.1.3. A tactical missile site, where greater distances from the PES cannot be provided for technical or tactical reasons. V3.E3.1.1.1.3.战术导弹发射场，由于技术或战术原因，无法与 PES 保持更远的距离。
V3.E3.1.1.1.1.4. Break rooms and change houses that are both part of an operating line and used exclusively by personnel operating the line. An exception is when the break room is integral to the PES and used only by personnel from that PES. For this situation, no QD applies. V3.E3.1.1.1.4.休息室和更衣室，既是作业线的一部分，又专供作业线人员使用。例外情况是休息室与PES是一体的，且仅由该PES的人员使用。在这种情况下，不适用合格证书。
V3.E3.1.1.1.1.5. Dunnage preparation or similar non-AE operations, if used only by personnel employed at the PES. V3.E3.1.1.1.5.如果仅由受雇于挤奶服务站的人员使用，则进行垫料准备或类似的非挤奶操作。
V3.E3.1.1.1.1.6. Temporary holding areas for AE conveyances servicing production or maintenance facilities. V3.E3.1.1.1.6.为生产或维护设施服务的 AE 运输工具的临时停放区。
V3.E3.1.1.1.1.7. AE-related operations in magazine areas, when performing minor maintenance, preservation, packaging, or surveillance inspection. V3.E3.1.1.1.7.在库区进行小型维护、保存、包装或监督检查时，与 AE 相关的操作。
V3.E3.1.1.1.1.8. Barricaded service magazines that are part of an operating line. Separation distances are based on the NEWQD and the HD of the AE in the magazine and not that in other parts of the operating line. V3.E3.1.1.1.8.作为作业线一部分的障碍物检修库。间隔距离基于新质量标准和弹药库内 AE 的 HD 值，而非作业线其他部分的 AE 值。
V3.E3.1.1.1.2. Exceptions include: V3.E3.1.1.1.2。例外情况包括
V3.E3.1.1.1.2.1. Unmanned auxiliary utility facilities (e.g., transformer stations, water treatment and pollution abatement facilities) that serve, but are not an integral function in, the PES and would not create an immediate secondary hazard if lost. Such unmanned facilities need not be barricaded. Paragraph V4.E5.2.2. addresses situations where auxiliary facilities v3.e3.1.1.2.1.无人值守的辅助公用设施（如变电站、水处理和污染消减设施），这些设施为持久性有机污染物提供服务，但并非持久性有机污染物的组成部分，且一旦丢失不会立即造成二次危害。此类无人值守设施无需设置路障。第 V4.E5.2.2 段涉及辅助设施的情况
serving only one PES or AE operation may be separated from the facility or operation they support based only on fire separation distance. 仅为一个 PES 或 AE 运行服务的设施或运行只能根据防火间距进行隔离。
V3.E3.1.1.1.2.2. Unmanned auxiliary power generation or conversion facilities that exclusively supply power to an AE storage area or security fence lighting may be located at fire protection distance ( 50 feet ( ft ) [15.2 meters (m)] for non-combustible structures, 100 ft [30.5 m] for combustible structures) from AE facilities. V3.E3.1.1.2.2.专门为 AE 储存区或安全围栏照明供电的无人辅助发电或转换设施可与 AE 设施保持防火距离（非易燃结构为 50 英尺 [15.2 米]，易燃结构为 100 英尺 [30.5 米]）。
V3.E3.1.1.2.1. Facilities that house the following are permitted at this overpressure: V3.E3.1.1.2.1.允许在此超压下容纳以下设施：
V3.E3.1.1.2.1.1. Labor-intensive AE operations (e.g., surveillance, maintenance, inspection) closely related to the PES. V3.E3.1.1.2.1.1.与生态系统服务补偿密切相关的劳动密集型 AE 操作（如监视、维护、检查）。
V3.E3.1.1.2.1.2. Buildings, excluding magazine-area loading docks, for comfort, safety, or convenience (e.g., lunchrooms, motor pools, area offices, auxiliary fire stations, transportation dispatch points, and shipping and receiving buildings) that are used exclusively in support of the PES. V3.E3.1.1.2.1.2.为舒适、安全或方便（如午餐室、汽车库、区域办公室、辅助消防站、运输调度点、装运和接收建筑物）而专门用于支持公共服务电子化的建筑物，不包括杂志区装卸区。
V3.E3.1.1.2.1.3. Parallel operating lines, whether or not barricaded, provided the AE involved in each operating line present similar hazards. The criticality or survivability of one or more of the operating lines may require that each line be given IBD-level protection. V3.E3.1.1.2.1.3。平行作业线，无论是否有路障，只要每条作业线所涉及的AE具有类似的危险。一条或多条运行线路的关键性或生存性可能要求对每条线路提供 IBD 级保护。
V3.E3.1.1.2.1.4. Operational support buildings (e.g., day rooms, operation offices, and similar functions) that only personnel from the activity operating the PES use or attend. V3.E3.1.1.2.1.4。只有运营服务点的活动人员使用或参加的运营支持建筑（如日间活动室、运营办公室及类似功能）。
V3.E3.1.1.2.1.5. Training functions (e.g., classroom and field training of personnel who may be required to engage in AE work) that only personnel from the activity operating the PES use or attend. Maneuver areas, proving ground tracks, and similar facilities for armored vehicles also may be exposed to 3.5 psi [ 24 kPa ] because the vehicles provide adequate protection to the operators from fragments and debris. V3.E3.1.1.2.1.5。培训功能（例如，对可能需要从事AE工作的人员进行课堂和实地培训），只有操作PES的活动人员才能使用或参加。装甲车辆的操纵区、试验场轨道及类似设施也可能暴露在 3.5 psi [ 24 kPa ] 的压力下，因为这些车辆可为操作人员提供足够的保护，使其免受碎片和碎屑的伤害。
V3.E3.1.1.2.1.6. Maintenance of military vehicles or equipment that are located outside the United States, when the PES is a basic load or a ready storage area. In such cases: V3.E3.1.1.2.1.6.位于美国境外的军用车辆或设备的维护，当 PES 为基本装载或准备储存区时。在这种情况下
V3.E3.1.1.2.1.6.1. The NEWQD at each PES is limited to 8,818 pounds (lbs) [4,000 kilograms (kg)](\mathrm{kg})] or less. v3.e3.1.1.2.1.6.1.每个 PES 的新定量限值为 8,818 磅 (lbs) [4,000 千克 (kg)](\mathrm{kg})] 或以下。
V3.E3.1.1.2.1.6.2. The maintenance work must be performed exclusively for the unit for which the basic load of AE is stored. V3.E3.1.1.2.1.6.2.维护工作必须专门针对存储 AE 基本负载的设备进行。
V3.E3.1.1.2.1.7. Auxiliary power and utilities functions, including auxiliary power plants; compressor stations; electric power transformers; tool and consumable supplies storage and issue; and handling equipment service, battery charging, and minor repair. V3.E3.1.1.2.1.7.辅助动力和公用设施功能，包括辅助发电厂、压缩机站、电力变压器、工具和消耗品的储存和发放，以及搬运设备服务、电池充电和小型维修。
V3.E3.1.1.2.1.7.1. When such facilities serve an entire naval station or base complex, or when loss of the facility causes an immediate loss of vital function, the minimum exposure level is IBD (40-50 {:W^(1//3)[15.87-19.84Q^(1//3)])\left.\mathrm{W}^{1 / 3}\left[15.87-19.84 \mathrm{Q}^{1 / 3}\right]\right). V3.E3.1.1.2.1.7.1。当此类设施服务于整个海军基地或基地建筑群，或当该设施的损失导致重要功能立即丧失时，最低暴露等级为 IBD（40-50 {:W^(1//3)[15.87-19.84Q^(1//3)])\left.\mathrm{W}^{1 / 3}\left[15.87-19.84 \mathrm{Q}^{1 / 3}\right]\right) 。
V3.E3.1.1.2.1.7.2. Naval station “cold-iron” ship support facilities (e.g., supply and mechanical support) are excluded from QD criteria when they are not continuously manned; when they are serving only the waterfront area; and when the PES is a ship or AE handling location on the waterfront. V3.E3.1.1.2.1.7.2.海军基地的 "冷铁 "舰船支持设施（如补给和机械支持），如不持续有人驻守、仅为海滨区域服务、PES 为海滨的舰船或 AE 处理地点，则不在 QD 标准范围内。
V3.E3.1.1.2.1.8. Minimum distance between separate groups of AE-loaded, combat-configured aircraft or between aircraft and a pre-load or “quick-turn” site that serves to arm an aircraft. The use of intervening barricades is required to eliminate propagation by primary fragment impact, thereby eliminating the need to total NEWQD. Loading AE aboard aircraft can be accomplished within each group of aircraft without additional protection. V3.E3.1.1.2.1.8.装有 AE 的独立作战飞机群之间或飞机与用于武装飞机的预装或 "快速转场 "地点之间的最小距离。需要使用间隔路障来消除主要碎片撞击的传播，从而消除对整个 NEWQD 的需求。飞机上的 AE 装载可在每组飞机内完成，无需额外保护。
V3.E3.1.1.2.1.9. Unbarricaded service magazine separation distances are based on the NEWQD and the HD of the AE in the magazine and not that in other parts of the operating line. V3.E3.1.1.2.1.9。无障碍检修库的间隔距离是基于新质量标准和检修库内 AE 的 HD 值，而不是作业线其他部分的 HD 值。
V3.E3.1.1.2.1.10. Container stuffing and unstuffing operations that provide routine support to a PES. This applies only to main support functions that are set aside for support of ship-loading, depot, or manufacturing operations. When in connection with ship loading and unloading and the ES is an AE ship, the quantity at the container site governs. Container stuffing and unstuffing in a magazine area are permitted at IMD in accordance with paragraph V3.E3.1.5. Criteria applicable to the loading and unloading of a conveyance at a magazine are addressed in section V4.E5.19. v3.e3.1.1.2.1.10.v3.E3.1.2.1.10. 为PES提供日常支持的集装箱装载和卸载作业。这仅适用于为支持装船、仓库或制造作业而预留的主要支持功能。如果与装船和卸船有关，且 ES 为 AE 船舶，则以集装箱现场的数量为准。根据第V3.E3.1.5段的规定，允许在IMD的货仓区进行集装箱装载和卸载。适用于在货仓装卸运输工具的标准见第 V4.E5.19 节。
V3.E3.1.1.2.1.11. Combat aircraft support facilities: V3.E3.1.1.2.1.11.作战飞机辅助设施：
V3.E3.1.1.2.1.11.1. Between AE-loaded combat aircraft and those non-AE facilities that directly support the servicing and launching of a unit’s armed aircraft. Such facilities include operating facilities that handle AE on the flight line, or prepare and service armed aircraft, and facilities that house personnel who fly combat aircraft. V3.E3.1.1.2.1.11.1.装载 AE 的作战飞机与直接支持部队武装飞机维修和发射的非 AE 设施之间。此类设施包括在飞行线上处理 AE 的操作设施，或准备和维修武装飞机的设施，以及容纳驾驶作战飞机人员的设施。
V3.E3.1.1.2.1.11.2. Direct flight line combat aircraft associated facilities, which may contain field offices, break rooms, unit training rooms, and equipment and supply rooms, as well as petroleum, oils, and lubricants hydrant facilities, and civil engineer fire protection stations. Morale, welfare, and recreation (MWR) facilities; base civil engineering headquarters; and industrial facilities, including central base supply, are required to be at IBD. V3.E3.1.1.2.1.11.2.直飞航线作战飞机相关设施，可能包括战地办公室、休息室、部队训练室、设备和补给室，以及石油、机油和润滑油消防栓设施和土木工程消防站。士气、福利和娱乐（MWR）设施；基地土木工程总部；以及工业设施，包括基地中央供应站，都必须位于 IBD。
V3.E3.1.1.2.2. Exposures indicated in paragraphs V3.E3.1.1.2.1.1. through V3.E3.1.1.2.1.11. that are provided blast suppression and structure hardening to achieve comparable protection levels for personnel and equipment as provided by 18W^(1//3)[7.14Q^(1//3)]18 \mathrm{~W}^{1 / 3}\left[7.14 \mathrm{Q}^{1 / 3}\right] may be sited at 9W^(1//3)[3.57Q^(1//3)]9 \mathrm{~W}^{1 / 3}\left[3.57 \mathrm{Q}^{1 / 3}\right]. V3.E3.1.1.2.2.第 V3.E3.1.1.2.1.1 至 V3.E3.1.1.2.1.11.段中指出的爆炸点，如果提供了爆炸抑制和结构加固，以达到与 18W^(1//3)[7.14Q^(1//3)]18 \mathrm{~W}^{1 / 3}\left[7.14 \mathrm{Q}^{1 / 3}\right] 所提供的人员和设备保护水平相当的保护水平，则可选址于 9W^(1//3)[3.57Q^(1//3)]9 \mathrm{~W}^{1 / 3}\left[3.57 \mathrm{Q}^{1 / 3}\right] 。
V3.E3.1.1.4. 2.3-1.7 psi [15.8-11.7 kPa] at 24-30 ^(1//3)[9.52-11.9Q^(1//3)]{ }^{1 / 3}\left[9.52-11.9 \mathrm{Q}^{1 / 3}\right]. V3.E3.1.1.4.2.3-1.7 psi [15.8-11.7 kPa] at 24-30 ^(1//3)[9.52-11.9Q^(1//3)]{ }^{1 / 3}\left[9.52-11.9 \mathrm{Q}^{1 / 3}\right] 。
V3.E3.1.1.4.1. Public traffic routes (PTRs) with medium and low traffic densities, as described in paragraph V3.E3.1.2.1.1.5. V3.E3.1.1.4.1.第 V3.E3.1.2.1.1.5 段所述的中低交通密度公共交通线路 (PTR)。
V3.E3.1.1.4.2. On-base roads. The DoD Components may provide protection less than 60 percent of IBD to installation-related personnel transiting QD arcs when the risks are evaluated, documented, and in accordance with DoD Component-established procedures. Effective October 1, 2000, all new construction of AE storage and operating facilities, and any change in operations within existing facilities that increases the explosives safety risk, should provide both the general public and installation-related personnel who are not involved in munitions-related operations protection that provides a minimum of 60 percent of IBD. When a DoD Component determines exposures at less than 60 percent of IBD are necessary, the DoD Component should consider use of methods to inform transients of potential risks (e.g., written acknowledgment of the risk by vendors or others with a recurring need to transit the explosives safety quantity-distance (ESQD) area, warning signs, flashing lights, physical barriers). The DoD Component’s decision to provide transients protection at less than 60 percent of IBD will be: V3.E3.1.1.4.2.基地内道路。国防部各部门可根据国防部各部门制定的程序，为穿越QD弧的安装相关人员提供低于60%IBD的保护，但必须对风险进行评估和记录。自 2000 年 10 月 1 日起，所有新建造的 AE 储存和操作设施，以及现有设施内任何增加爆炸物安全风险的操作变化，都应为公众和未参与弹药相关操作的安装相关人员提供至少 60% 的 IBD 保护。当国防部组成部分确定有必要进行低于 60% IBD 的暴露时，国防部组成部分应考虑使用各种方法告知临时人员潜在风险（例如，供应商或其他经常需要经过爆炸物安全量程 (ESQD) 区域的人员书面确认风险、警告标志、闪光灯、物理屏障）。国防部组成部分将决定在低于 60% 的 IBD 提供瞬时保护：
V3.E3.1.1.4.2.1. Supported by a qualitative risk assessment considering factors such as: v3.e3.1.1.4.2.1.以定性风险评估为依据，考虑以下因素：
V3.E3.1.1.4.2.1.1. Operational necessity. v3.e3.1.1.4.2.1.1.操作必要性。
V3.E3.1.1.4.2.1.2. The operation being performed (e.g., static storage, maintenance, production). V3.E3.1.1.4.2.1.2。正在执行的操作（如静态存储、维护、生产）。
V3.E3.1.1.4.2.1.5. Traffic density. v3.e3.1.1.4.2.1.5.交通密度。
V3.E3.1.1.4.2.1.6. Accident records. v3.e3.1.1.4.2.1.6.事故记录
V3.E3.1.1.4.2.1.7. Time interval of exposure. v3.e3.1.1.4.2.1.7.接触时间间隔。
V3.E3.1.1.4.2.1.8. Type and quantity of AE in proximity to the area transited. V3.E3.1.1.4.2.1.8.过境区域附近的 AE 类型和数量。
V3.E3.1.1.4.2.1.9. The closest distance from the area transited to the PES. V3.E3.1.1.4.2.1.9.从过境区域到 PES 的最近距离。
V3.E3.1.1.4.2.1.10. The need for installation-related personnel to transit the ESQD arc. v3.e3.1.1.4.2.1.10.安装相关人员转运 ESQD 弧线的需求。
V3.E3.1.1.4.2.2. Reviewed as changes occur to operations, which would increase the explosives safety risk, or the number of exposed, and upon change of the approving authority. V3.E3.1.1.4.2.2。当操作发生变化，会增加爆炸物安全风险或暴露的数量，以及批准机构发生变化时进行审查。
V3.E3.1.1.4.3. Open-air recreation facilities (e.g., baseball diamonds, golf courses, and volleyball courts), which do not contain structures, used for MWR and community relations purposes at military installations and activities. As an exception, neither blast nor fragment criteria apply when such facilities are located near AE support operations and used by off-duty military, on-duty military, or DoD civilians or contractors (e.g., munitions workers, security guards, firefighters) who directly support these AE operations. However, such facilities should fully comply with this manual when possible. V3.E3.1.1.4.3.露天娱乐设施（如棒球场、高尔夫球场和排球场），不包含建筑物，用于军事设施和活动的 MWR 和社区关系目的。作为例外情况，如果此类设施位于 AE 支持行动附近，并由休班军人、在岗军人或直接支持这些 AE 行动的国防部文职人员或承包商（如弹药工人、保安、消防员）使用，则爆炸或碎片标准均不适用。不过，此类设施应尽可能完全遵守本手册。
V3.E3.1.1.4.4. Training areas (e.g., observation points, classrooms or other instruction areas for ranges, and similar fixed facilities designed for occasional use coincident with the use of the range). As an exception, to allow for realism in training, this separation does not apply to AE needed for any particular exercise or on-the-job training. However, this separation or equivalent protection is required from permanent PES and AE supply points. V3.E3.1.1.4.4.训练区域（如观察点、教室或其他靶场教学区域，以及为配合靶场使用而偶尔使用的类似固定设施）。作为例外，为使训练逼真，此隔离不适用于任何特定演习或在职训练所需的AE。不过，永久性的 PES 和 AE 供应点必须有这种隔离或同等保护。
V3.E3.1.1.4.5. Open-air aircraft passenger loading and unloading areas. V3.E3.1.1.4.5.露天飞机乘客装卸区。
V3.E3.1.1.4.6. Parking lots for administrative areas. Minimum fragment distances apply; see paragraph V3.E3.1.2. V3.E3.1.1.4.6.行政区域的停车场。适用最小碎片距离；见第 V3.E3.1.2 段。
V3.E3.1.1.4.7. Inert storage located in the open (no structures involved) when not directly related to the explosives mission and when accessed by personnel not directly related to the explosives mission. If located within a structure, apply paragraph V3.E3.1.1.6.9. V3.E3.1.1.4.7.与爆炸物任务无直接关系和与爆炸物任务无直接关系的人员进入的露天（不涉及结构）惰性贮存。如位于建筑物内，适用第V3.E3.1.1.6.9段。
V3.E3.1.1.5. 1.7psi[11.7kPa]1.7 \mathrm{psi}[11.7 \mathrm{kPa}] at 30W^(1//3)[11.9Q^(1//3)]30 \mathrm{~W}^{1 / 3}\left[11.9 \mathrm{Q}^{1 / 3}\right]. Combat aircraft parking areas (CAPAs) exposed to AE storage and operating facilities. V3.E3.1.1.5. 30W^(1//3)[11.9Q^(1//3)]30 \mathrm{~W}^{1 / 3}\left[11.9 \mathrm{Q}^{1 / 3}\right] 处的 1.7psi[11.7kPa]1.7 \mathrm{psi}[11.7 \mathrm{kPa}] 。暴露于 AE 储存和操作设施的作战飞机停放区 (CAPA)。
V3.E3.1.1.6. 1.2-0.90 psi [8.3-6.2 kPa] at 40-50W^(1//3)[15.87-19.84Q^(1//3)]40-50 \mathrm{~W}^{1 / 3}\left[15.87-19.84 \mathrm{Q}^{1 / 3}\right]. V3.E3.1.1.6. 40-50W^(1//3)[15.87-19.84Q^(1//3)]40-50 \mathrm{~W}^{1 / 3}\left[15.87-19.84 \mathrm{Q}^{1 / 3}\right] 时为 1.2-0.90 psi [8.3-6.2 kPa]。
V3.E3.1.1.6.1. Inhabited buildings and administrative and housing areas. V3.E3.1.1.6.1.有人居住的建筑物以及行政和住宅区。
V3.E3.1.1.6.2. An installation boundary, unless the area outside the boundary naturally prohibits access, is government land that is not open to the public, or access is restricted and controlled by other means. When IBD QD arcs penetrate an installation’s boundary, the Service must certify that IBD protection does not apply to the encumbered area and must establish procedures to monitor the area for any change in status. V3.E3.1.1.6.2.设施边界，除非边界外的区域自然禁止进入，是不向公众开放的政府土地，或以其他方式限制和控制进入。当 IBD QD 弧线穿透设施边界时，该处必须证明 IBD 保护不适用于设防区域，并必须制定程序以监控该区域的任何状态变化。
V3.E3.1.1.6.3. Recreation facilities (e.g., baseball diamonds, golf courses, and volleyball courts) that contain structures. V3.E3.1.1.6.3.包含建筑物的娱乐设施（如棒球场、高尔夫球场和排球场）。
V3.E3.1.1.6.4. Flight-line passenger service functions (e.g., terminal buildings). V3.E3.1.1.6.4.飞行线旅客服务功能（如航站楼）。
V3.E3.1.1.6.5. Main powerhouses that provide vital utilities to a major portion of an installation. V3.E3.1.1.6.5.为设施主要部分提供重要公用设施的主要动力室。
V3.E3.1.1.6.6. Shops that by reason of their vital strategic nature, or high intrinsic value of their contents, should not be placed at risk. V3.E3.1.1.6.6.由于其重要的战略性质或其内在的高价值而不应受到威胁的商店。
V3.E3.1.1.6.7. Functions that, if momentarily put out of action, would cause an immediate secondary hazard by reason of their failure to function. V3.E3.1.1.6.7。如果功能暂时失效，则会因其失效而造成直接的次生危险。
V3.E3.1.1.6.8. PTRs with high traffic density as described in paragraph V3.E3.1.2.1.1.5. V3.E3.1.1.6.8.V3.E3.1.2.1.1.5 段所述的高流量密度 PTR。
V3.E3.1.1.6.9. Inert storage located in a structure when not directly related to the explosives mission and when accessed by personnel not directly related to the explosives mission. If no structure is involved, apply paragraph V3.E3.1.1.4.7. V3.E3.1.1.6.9.与爆炸物任务无直接关系和与爆炸物任务无直接关系的人员进入的位于建筑物内的惰性储存。如不涉及建筑物，则适用第 V3.E3.1.1.4.7 段。
V3.E3.1.2. Minimum Fragment Distances V3.E3.1.2.最小碎片距离
V3.E3.1.2.1. The minimum distance for protection from hazardous fragments is based on primary and secondary fragments from the PES and the population or traffic density of the ES. It is defined as the distance at which the density of hazardous fragments becomes 1 per 600 square feet (ft^(2))\left(\mathrm{ft}^{2}\right) [ 55.7 square meters {:(m^(2))]\left.\left(\mathrm{m}^{2}\right)\right] (this distance is not the maximum fragment distance (MFD)). DDESB-approved analyses or approved tests may be used to determine minimum distances for primary and secondary fragments. DDESB Technical Paper 13 illustrates a method of determining minimal distances for building debris, while DDESB Technical Paper 16 provides similar information to determine minimal distances for primary fragments. In the absence of appropriate analyses or tests, default hazardous debris distances (HDDs) apply. V3.E3.1.2.1.危险碎片的最小防护距离是根据持久性有机污染物的主要碎片和次要碎片以及环境安全区的人口或交通密度确定的。其定义为危险碎片密度变为每 600 平方英尺 (ft^(2))\left(\mathrm{ft}^{2}\right) [ 55.7 平方米 {:(m^(2))]\left.\left(\mathrm{m}^{2}\right)\right] 1 个的距离（此距离不是最大碎片距离 (MFD)）。DDESB 批准的分析或批准的测试可用于确定主要和次要碎片的最小距离。DDESB 技术文件 13 说明了确定建筑碎片最小距离的方法，而 DDESB 技术文件 16 则提供了类似的信息，以确定原生碎片的最小距离。如果没有适当的分析或测试，则适用默认的危险碎片距离 (HDD)。
V3.E3.1.2.1.1. For populous locations provided IBD protection, the minimum distance is the HFD. If this distance is not known: V3.E3.1.2.1.1.对于提供 IBD 保护的人口密集地点，最小距离为高频分解段。如果不知道该距离，则
V3.E3.1.2.1.1.1. For all types of HD 1.1 in quantities less than or equal to ( <=\leq ) 450 lbs [ 204 kg ] NEWQD, the HFD is determined according to the criteria in paragraphs V3.E3.1.2.1.1.1.1. through V3.E3.1.2.1.1.1.9. (PTRD is 60 percent of the specified HFD): V3.E3.1.2.1.1.1.对于数量小于或等于( <=\leq ) 450 磅[ 204 千克 ] 新定量的所有类型 HD 1.1，HFD 根据第 V3.E3.1.2.1.1.1 至 V3.E3.1.2.1.1.9 段中的标准确定（PTRD 为规定 HFD 的 60%）：
V3.E3.1.2.1.1.1.1. For HD 1.1 in a 7-Bar or a 3-Bar ECM, use ECM distances shown in Table V3.E3.T1., as discussed in paragraph V3.E3.1.3. The ILD must be in accordance with paragraph V3.E3.1.4.1. V3.E3.1.2.1.1.1.对于 7-Bar 或 3-Bar ECM 中的 HD 1.1，如第 V3.E3.1.3 段所述，使用表 V3.E3.T1 中所示的 ECM 距离。ILD 必须符合第 V3.E3.1.4.1 段的规定。
V3.E3.1.2.1.1.1.2. For HD 1.1 in an Undefined ECM where the loading density (or NEWQD/internal volume) is <= 0.028lbs//\leq 0.028 \mathrm{lbs} / cubic foot (ft^(3))[0.449(kg)//:}\left(\mathrm{ft}^{3}\right)\left[0.449 \mathrm{~kg} /\right. cubic meter {:(m^(3))]\left.\left(\mathrm{m}^{3}\right)\right], use ECM distances shown in Table V3.E3.T1., as discussed in paragraph V3.E3.1.3. ILD must be in accordance with paragraph V3.E3.1.4.1. v3.e3.1.2.1.1.2.对于未定义 ECM 中的 HD 1.1，如果装载密度（或 NEWQD/内部容积）为 <= 0.028lbs//\leq 0.028 \mathrm{lbs} / 立方英尺 (ft^(3))[0.449(kg)//:}\left(\mathrm{ft}^{3}\right)\left[0.449 \mathrm{~kg} /\right. 立方米 {:(m^(3))]\left.\left(\mathrm{m}^{3}\right)\right] ，则使用表 V3.E3.T1 中所示的 ECM 距离，如第 V3.E3.1.3 段所述。ILD 必须符合第 V3.E3.1.4.1 段的规定。
V3.E3.1.2.1.1.1.3. For HD 1.1 in an Undefined ECM where the loading density is greater than ( > )0.028lbs//ft^(3)[0.449(kg)//m^(3)](>) 0.028 \mathrm{lbs} / \mathrm{ft}^{3}\left[0.449 \mathrm{~kg} / \mathrm{m}^{3}\right], use “ECM side and rear” distances of Table V3.E3.T1. and for front exposure, apply the greater of the “ECM - front” IBD distance of V3.E3.1.2.1.1.3.对于装载密度大于 ( > )0.028lbs//ft^(3)[0.449(kg)//m^(3)](>) 0.028 \mathrm{lbs} / \mathrm{ft}^{3}\left[0.449 \mathrm{~kg} / \mathrm{m}^{3}\right] 的未定义 ECM 中的 HD 1.1，使用表 V3.E3.T1 中的 "ECM 侧面和背面 "距离。
Table V3.E3.T1. or the HFD from Table V3.E3.T2., for the NEW in the ECM. For application of Table V3.E3.T2., if the ECM headwall meets the definition of aboveground structure, heavy wall (AGS (H) use the “Structure” column, otherwise, use the “Structure” column for nonprimary fragment producing explosives or the “Open” column for primary fragment producing explosives. ILD must be in accordance with paragraph V3.E3.1.4.1. 表 V3.E3.T1. 或表 V3.E3.T2. 中的 HFD，用于 ECM 中的 NEW。应用表V3.E3.T2.时，如果ECM顶墙符合地面结构、厚墙（AGS (H)）的定义，则使用 "结构 "栏，否则，对非初级碎片爆炸物使用 "结构 "栏，对初级碎片爆炸物使用 "开放 "栏。ILD必须符合第V3.E3.1.4.1段的规定。
V3.E3.1.2.1.1.1.4. Where ECMs, regardless of structural designation, have been designed, analyzed, or tested to have a reduced IBD and approved by the DDESB, use the approved IBD. ILD must be in accordance with paragraph V3.E3.1.4.1. V3.E3.1.2.1.1.4.如果 ECM（无论其结构名称如何）已设计、分析或测试为具有减小的 IBD 并获得 DDESB 批准，则应使用批准的 IBD。ILD 必须符合第 V3.E3.1.4.1 段的规定。
V3.E3.1.2.1.1.1.5. For HD 1.1 in a structure (excluding ECM) capable of stopping primary fragments, but which can contribute to the debris hazard, use the HFD listed in the “Structure” column of Table V3.E3.T2. ILD must be in accordance with paragraph V3.E3.1.4. Structures that are capable of stopping primary fragments include all AGS (H and aboveground structure, heavy wall and roof (H/R). Doors and other openings through which primary fragments could exit must be capable of stopping primary fragments from exiting the facility or must be barricaded in accordance with section V2.E5.4. to trap primary fragments that could exit the facility. V3.E3.1.2.1.1.5.对于结构（不包括ECM）中的HD1.1，该结构能够阻挡初级碎片，但可能造成碎片危险，使用表V3.E3.T2 "结构 "栏中列出的HFD。ILD 必须符合第 V3.E3.1.4 段的规定。能够阻挡原生碎片的结构包括所有 AGS（H 和地面结构、厚墙和屋顶 (H/R)）。可阻挡原生碎片飞出设施的门和其他开口必须能够阻挡原生碎片飞出设施，或必须按照第V2.E5.4节的规定设置路障，以阻挡可能飞出设施的原生碎片。
V3.E3.1.2.1.1.1.6. For primary fragment-producing HD 1.1 in the open or in a structure incapable of stopping primary fragments, use HFD listed in the “Open” column of Table V3.E3.T2. ILD must be in accordance with paragraph V3.E3.1.4. Structures (other than ECM) that are capable of stopping primary fragments include all AGS (H) and AGS (H/R). All other structures (other than ECM) are considered incapable of stopping primary fragments. V3.E3.1.2.1.1.6.在露天或在无法阻挡原生碎片的结构中产生原生碎片的HD1.1，使用表V3.E3.T2 "露天 "栏所列的HFD。ILD必须符合第V3.E3.1.4段的规定。能够阻止初级碎片的结构（ECM 除外）包括所有 AGS (H) 和 AGS (H/R)。所有其他结构（ECM 除外）均被视为无法阻挡初级碎片。
V3.E3.1.2.1.1.1.7. For non-primary fragment-producing explosives in any structure (excluding ECM), truck, trailer, or railcar that may contribute to the debris hazard, use the HFD listed in the “Structure” column of Table V3.E3.T2. V3.E3.1.2.1.1.7。对于可能造成碎片危险的任何结构（不包括 ECM）、卡车、拖车或轨道车中的非主要碎片爆炸物，使用表 V3.E3.T2 中 "结构 "栏所列的 HFD。
V3.E3.1.2.1.1.1.8. Selected items have been evaluated for minimum HFD with results shown in Table V3.E3.T3. Other items, through testing, have been hazard classified with a specific HFD presented in the format HD (xx)1.1. The HFD for these items is specified in hundreds of feet (in parenthesis), and they may not be listed in Table V3.E3.T3. The distances for these two categories of select items apply only to items in the open. When in facilities, secondary debris as well as primary fragments must be considered. If in a facility that can contain primary fragments, apply criteria of paragraphs V3.E3.1.2.1.1.1.1. through V3.E3.1.2.1.1.1.5. If in a facility that cannot stop primary fragments, use the greater distance from Table V3.E3.T3. (for the item being considered) or the HFD associated with the HD (xx)1.1 item or from the “Open” column of Table V3.E3.T2. for determining the applicable HFD. ILD must be in accordance with paragraph V3.E3.1.4. V3.E3.1.2.1.1.8.对部分物品进行了最小 HFD 评估，结果见表 V3.E3.T3。通过测试，其他物品已按危害分类，并以 HD (xx)1.1 格式列出了具体的 HFD。这些物品的 HFD 以数百英尺（括号内）为单位，可能未列于表 V3.E3.T3。这两类选定物品的距离仅适用于露天物品。在设施内时，必须考虑二次碎片和原生碎片。如果在可容纳原生碎片的设施内，则采用第 V3.E3.1.2.1.1.1 至 V3.E3.1.2.1.1.5 段的标准。如果在无法阻止初级碎片的设施中，则使用表 V3.E3.T3.1.2.1.1.1 至 V3.E3.1.2.1.1.1.5 中较大的距离。(表V3.E3.T2. "开放 "栏中的较大距离来确定适用的HFD。ILD 必须符合第 V3.E3.1.4 段的规定。
V3.E3.1.2.1.1.1.9. For bare explosives in the open, distance is computed by the formula D=40W^(1//3)[15*87Q^(1//3)]\mathrm{D}=40 \mathrm{~W}^{1 / 3}\left[15 \cdot 87 \mathrm{Q}^{1 / 3}\right]. V3.E3.1.2.1.1.9。对于露天的裸露爆炸物，距离按 D=40W^(1//3)[15*87Q^(1//3)]\mathrm{D}=40 \mathrm{~W}^{1 / 3}\left[15 \cdot 87 \mathrm{Q}^{1 / 3}\right] 公式计算。
Table V3.E3.T1. HD 1.1 IBD and PTRD 表 V3.E3.T1.HD 1.1 IBD 和 PTRD
NEWQD
IBD From: IBD From：
PTRD From: PTRD 发件人：
ECM
ECM
Front ^("a "," b "){ }^{\text {a }, \text { b }} 前面 ^("a "," b "){ }^{\text {a }, \text { b }}
Other
PES^(e)| Other |
| :--- |
| $\mathrm{PES}^{\mathrm{e}}$ |
(See paragraph V3.E3.1.2.1.1.) (见第 V3.E3.1.2.1.1 段）。
a
For NEWQD less than ( < )45,000lbs[20,412kg](<) 45,000 \mathrm{lbs}[20,412 \mathrm{~kg}], the distance is controlled by fragments. When fragments are absent or if the HFD(1//600ft^(2)[1//55.7m^(2)])\operatorname{HFD}\left(1 / 600 \mathrm{ft}^{2}\left[1 / 55.7 \mathrm{~m}^{2}\right]\right) is less than the blast hazard range, then the blast criteria in this footnote may be used. 对于 NEWQD 小于 ( < )45,000lbs[20,412kg](<) 45,000 \mathrm{lbs}[20,412 \mathrm{~kg}] ，距离由碎片控制。如果没有碎片或 HFD(1//600ft^(2)[1//55.7m^(2)])\operatorname{HFD}\left(1 / 600 \mathrm{ft}^{2}\left[1 / 55.7 \mathrm{~m}^{2}\right]\right) 小于爆炸危险范围，则可使用本脚注中的爆炸标准。
English equations (EQNs) (NEWQD in lbs, distance (D) in ft) 英语等式 (EQNs) （NEWQD 单位为磅，距离 (D) 单位为英尺）
Metric EQNs (D in m, NEWQD in kg) 公制 EQN（D 以米为单位，NEWQD 以千克为单位）
D <= 379D \leq 379. 3
NEWQD =D^(3)//2,674.04=D^{3} / 2,674.04
EQN V3.E3.T1-13
379.3 m
NEWQD =D^(3)//2,674.04=D^{3} / 2,674.04
EQN V3.E3.T1-14
495.0 m
s_960.3 m
NEWQD =8.4761**D^(1.3837)=8.4761 * D^{1.3837}
EQN V3.E3.T1-15
960.3 m
NEWQD =D^(3)//7,809.53=D^{3} / 7,809.53
EQN V3.E3.T1-16
b
IBD for frontal exposures applies to all directions from HPMs. The MCE in the HPM is used as the NEWQD. The limit on the design MCE in an HPM is 60,000lbs[27,215kg]60,000 \mathrm{lbs}[27,215 \mathrm{~kg}]. 正面照射的 IBD 适用于来自 HPM 的所有方向。HPM 中的 MCE 用作 NEWQD。HPM 中的设计 MCE 限制为 60,000lbs[27,215kg]60,000 \mathrm{lbs}[27,215 \mathrm{~kg}] 。
c
For NEWQD < 100,000lbs<100,000 \mathrm{lbs} [45,359 kg], the distance is controlled by fragments and debris. When fragments and debris are absent or the range to a hazardous debris density of 1//600ft^(2)[1//55.7m^(2)]1 / 600 \mathrm{ft}^{2}\left[1 / 55.7 \mathrm{~m}^{2}\right] is less than the blast hazard range, then the blast criteria in this footnote may be used. 对于 NEWQD < 100,000lbs<100,000 \mathrm{lbs} [45,359 kg]，距离由碎片和残片控制。如果没有碎片和残片，或者到 1//600ft^(2)[1//55.7m^(2)]1 / 600 \mathrm{ft}^{2}\left[1 / 55.7 \mathrm{~m}^{2}\right] 危险碎片密度的范围小于爆炸危险范围，则可使用本脚注中的爆炸标准。
English EQNs (NEWQD in lbs, D in ft) 英文 EQN（NEWQD 单位为磅，D 单位为英尺）
{:[" Vs (NEWQD "],[45","359kg:],[-NEWQD <= ],[ < NEWQD:]:}\begin{aligned} & \text { Vs (NEWQD } \\ & 45,359 \mathrm{~kg}: \\ & -N E W Q D \leq \\ & <N E W Q D: \end{aligned}
{:[1kg","Di],[13","398]:}\begin{aligned} & 1 \mathrm{~kg}, D i \\ & 13,398 \end{aligned}
{:[D=9.92**NEWQD^(1//3)],[D=0.002976**NEWQD^(1.0898)],[D=19.84**NEWQD^(1//3)]:}\begin{aligned}
& D=9.92 * N E W Q D^{1 / 3} \\
& D=0.002976 * N E W Q D^{1.0898} \\
& D=19.84 * N E W Q D^{1 / 3}
\end{aligned}
{:[NEWQD=D^(3)//976.19],[NEWQD=208.0623**D^(0.91760)],[NEWQD=D^(3//7,809.53)]:}\begin{aligned}
& N E W Q D=D^{3} / 976.19 \\
& N E W Q D=208.0623 * D^{0.91760} \\
& N E W Q D=D^{3 / 7,809.53}
\end{aligned}
EQN V3.E3.T1-26
D <= 353D \leq 353
353.8 m
<= 9960.3m\leq 9960.3 \mathrm{~m}
EQNV3.E3
T1-27
960.3 m
EQN V3.E3.T1-28
NEWQD IBD From: PTRD From:
Front ^("a "), "ECM
Side ^(a)" Rear ^("c ") "Other
PES ^(d)" Front ^("e ",f) "ECM
Side ^(e)" Rear ^("e ") "Other
PES^(e)"
(See paragraph V3.E3.1.2.1.1.)
a For NEWQD less than ( < )45,000lbs[20,412kg], the distance is controlled by fragments. When fragments are absent or if the HFD(1//600ft^(2)[1//55.7m^(2)]) is less than the blast hazard range, then the blast criteria in this footnote may be used.
English equations (EQNs) (NEWQD in lbs, distance (D) in ft)
NEWQD <= -45,000 lbs: D=35**NEWQD^(1//3) EQN V3.E3.T1-1
45,000lbs NEWQD <= 1 00,000 D=35^(**)NEWQD^(1//3) EQN V3.E3.T1-2
100,000 < NEWQD 250,000 D=0.3955**NEWQD^(0.7227) EQN V3.E3.T1-3
250,000 < NEWQD D=50^(**)NEWQD^(1//3) EQN V3.E3.T1-4
Metric EQ (NEWQD kg,D D=13.88**NEWOD^(1//3)
NEWQD 20,412 kg: EQN V3.E3.T1-5
20,412 kg NEWQD <= 5,359 kg D=13.88**NEWQD^(1//3) EQN V3.E3.T1-6
45,359kg NEWQD <= 13,398 k D=0.2134^(**)NEWQD^(0.7227) EQN V3.E3.T1-7
113,398 < NEWQD: D=19.84**NEWQD^(1//3) EQN V3.E3.T1-8
English EQNs (D in ft, NEWQD in lbs)
D <= 1,245 NEWQD =D^(3)//42,875 EQN V3.E3.T1-9
1,245ft <= 1,625ft: NEWQD =D^(3)//42,875 EQN V3.E3.T1-10
1,625ft <= 3,150ft : NEWQD =3.60935**D^(1.3837) EQN V3.E3.T1-11
3,150ft NEWQD =D^(3)//125,000 EQN V3.E3.T1-12
Metric EQNs (D in m, NEWQD in kg)
D <= 379. 3 NEWQD =D^(3)//2,674.04 EQN V3.E3.T1-13
379.3 m https://cdn.mathpix.com/cropped/2024_10_25_30dba1cac8def5ae1d29g-13.jpg?height=54&width=132&top_left_y=1416&top_left_x=480 NEWQD =D^(3)//2,674.04 EQN V3.E3.T1-14
495.0 m s_960.3 m NEWQD =8.4761**D^(1.3837) EQN V3.E3.T1-15
960.3 m NEWQD =D^(3)//7,809.53 EQN V3.E3.T1-16
b IBD for frontal exposures applies to all directions from HPMs. The MCE in the HPM is used as the NEWQD. The limit on the design MCE in an HPM is 60,000lbs[27,215kg].
c For NEWQD < 100,000lbs [45,359 kg], the distance is controlled by fragments and debris. When fragments and debris are absent or the range to a hazardous debris density of 1//600ft^(2)[1//55.7m^(2)] is less than the blast hazard range, then the blast criteria in this footnote may be used.
English EQNs (NEWQD in lbs, D in ft)
NEWQD 100,000 lbs D=25**NEWQD^(1//3) EQN V3.E3.T1-17
100,000 < NEWQD 250,000 D=0.004125** NEWQD ^(1.0898) EQN V3.E3.T1-18
250,000 < NEWQD D=50**NEWQD^(1//3) EQN V3.E3.T1-19
"Metric
NEWQD
45,359kg
113,398" " Vs (NEWQD
45,359kg:
-NEWQD <=
< NEWQD:" "1kg,Di
13,398" "D=9.92**NEWQD^(1//3)
D=0.002976**NEWQD^(1.0898)
D=19.84**NEWQD^(1//3)" " EQN V3.E3.T1-20
EQN V3.E3.T1-21
EQN V3.E3.T1-22
"
English Ns (D in ft, EWQD NEWQD = D3/15,625 EQN V3.E3.T1-23
D <= 1,160
1,160ft <= 3,150ft : NEWQD =154.2006**^(0.91760) EQN V3.E3.T1-24
3,150 ft NEWQD = D3/125,000 EQN V3.E3.T1-25
Metric EQ s ( D in m,N WQD in "NEWQD=D^(3)//976.19
NEWQD=208.0623**D^(0.91760)
NEWQD=D^(3//7,809.53)" EQN V3.E3.T1-26
D <= 353
353.8 m <= 9960.3m EQNV3.E3 T1-27
960.3 m EQN V3.E3.T1-28 | NEWQD | | IBD From: | | | | PTRD From: | | | |
| :---: | :---: | :---: | :---: | :---: | :---: | :---: | :---: | :---: | :---: |
| | | Front ${ }^{\text {a }}$, | ECM <br> Side ${ }^{\mathrm{a}}$ | Rear $^{\text {c }}$ | Other <br> PES $^{\mathrm{d}}$ | Front ${ }^{\text {e }, \mathrm{f}}$ | ECM <br> Side ${ }^{\mathrm{e}}$ | Rear ${ }^{\text {e }}$ | Other <br> $\mathrm{PES}^{\mathrm{e}}$ |
| (See paragraph V3.E3.1.2.1.1.) | | | | | | | | | |
| a | For NEWQD less than $(<) 45,000 \mathrm{lbs}[20,412 \mathrm{~kg}]$, the distance is controlled by fragments. When fragments are absent or if the $\operatorname{HFD}\left(1 / 600 \mathrm{ft}^{2}\left[1 / 55.7 \mathrm{~m}^{2}\right]\right)$ is less than the blast hazard range, then the blast criteria in this footnote may be used. | | | | | | | | |
| English equations (EQNs) (NEWQD in lbs, distance (D) in ft) | | | | | | | | | |
| NEWQD $\leq-45,000$ lbs: | | | | | $\mathrm{D}=35 * \mathrm{NEWQD}^{1 / 3}$ | | | EQN V3.E3.T1-1 | |
| | $45,000 \mathrm{lbs}$ | NEWQD $\leq 1$ | 00,000 | | $\mathrm{D}=35^{*} \mathrm{NEWQD}^{1 / 3}$ | | | EQN V3.E3.T1-2 | |
| | 100,000 | < NEWQD | 250,000 | | $\mathrm{D}=0.3955 * \mathrm{NEWQD}^{0.7227}$ | | | EQN V3.E3.T1-3 | |
| | 250,000 | $<$ NEWQD | | | $\mathrm{D}=50^{*} \mathrm{NEWQD}^{1 / 3}$ | | | EQN V3.E3.T1-4 | |
| | Metric EQ | (NEWQD | $\mathrm{kg}, D$ | | $D=13.88 * N E W O D^{1 / 3}$ | | | | |
| | NEWQD | 20,412 kg: | | | | | | EQN V3.E3.T1-5 | |
| | 20,412 kg | NEWQD $\leq$ | 5,359 kg | | $D=13.88 * N E W Q D^{1 / 3}$ | | | EQN V3.E3.T1-6 | |
| | $45,359 \mathrm{~kg}$ | NEWQD $\leq$ | 13,398 k | | $D=0.2134^{*} N E W Q D^{0.7227}$ | | | EQN V3.E3.T1-7 | |
| | 113,398 | < NEWQD: | | | $D=19.84 * N E W Q D^{1 / 3}$ | | | EQN V3.E3.T1-8 | |
| English EQNs (D in ft, NEWQD in lbs) | | | | | | | | | |
| | $\mathrm{D} \leq 1,245$ | | | | NEWQD $=\mathrm{D}^{3} / 42,875$ | | | EQN V3.E3.T1-9 | |
| | $1,245 \mathrm{ft}$ | $\leq 1,625 \mathrm{ft}:$ | | | NEWQD $=\mathrm{D}^{3} / 42,875$ | | | EQN V3.E3.T1-10 | |
| | $1,625 \mathrm{ft}$ | $\leq 3,150 \mathrm{ft}$ : | | | NEWQD $=3.60935 * \mathrm{D}^{1.3837}$ | | | EQN V3.E3.T1-11 | |
| | $3,150 \mathrm{ft}$ | | | | NEWQD $=\mathrm{D}^{3} / 125,000$ | | | EQN V3.E3.T1-12 | |
| | Metric EQNs (D in m, NEWQD in kg) | | | | | | | | |
| | $D \leq 379$. 3 | | | | NEWQD $=D^{3} / 2,674.04$ | | | EQN V3.E3.T1-13 | |
| | 379.3 m |  | | | NEWQD $=D^{3} / 2,674.04$ | | | EQN V3.E3.T1-14 | |
| | 495.0 m | s_960.3 m | | | NEWQD $=8.4761 * D^{1.3837}$ | | | EQN V3.E3.T1-15 | |
| | 960.3 m | | | | NEWQD $=D^{3} / 7,809.53$ | | | EQN V3.E3.T1-16 | |
| b | IBD for frontal exposures applies to all directions from HPMs. The MCE in the HPM is used as the NEWQD. The limit on the design MCE in an HPM is $60,000 \mathrm{lbs}[27,215 \mathrm{~kg}]$. | | | | | | | | |
| c | For NEWQD $<100,000 \mathrm{lbs}$ [45,359 kg], the distance is controlled by fragments and debris. When fragments and debris are absent or the range to a hazardous debris density of $1 / 600 \mathrm{ft}^{2}\left[1 / 55.7 \mathrm{~m}^{2}\right]$ is less than the blast hazard range, then the blast criteria in this footnote may be used. | | | | | | | | |
| | English EQNs (NEWQD in lbs, D in ft) | | | | | | | | |
| | NEWQD | 100,000 lbs | | | $\mathrm{D}=25 * \mathrm{NEWQD}{ }^{1 / 3}$ | | | EQN V3.E3.T1-17 | |
| | 100,000 | $<$ NEWQD | 250,000 | | $\mathrm{D}=0.004125 *$ NEWQD ${ }^{1.0898}$ | | | EQN V3.E3.T1-18 | |
| | 250,000 | $<$ NEWQD | | | $\mathrm{D}=50 * \mathrm{NEWQD}^{1 / 3}$ | | | EQN V3.E3.T1-19 | |
| | Metric <br> NEWQD <br> $45,359 \mathrm{~kg}$ <br> 113,398 | $\begin{aligned} & \text { Vs (NEWQD } \\ & 45,359 \mathrm{~kg}: \\ & -N E W Q D \leq \\ & <N E W Q D: \end{aligned}$ | $\begin{aligned} & 1 \mathrm{~kg}, D i \\ & 13,398 \end{aligned}$ | | $\begin{aligned} & D=9.92 * N E W Q D^{1 / 3} \\ & D=0.002976 * N E W Q D^{1.0898} \\ & D=19.84 * N E W Q D^{1 / 3} \end{aligned}$ | | | $\begin{aligned} & \text { EQN V3.E3.T1-20 } \\ & \text { EQN V3.E3.T1-21 } \\ & \text { EQN V3.E3.T1-22 } \\ & \hline \end{aligned}$ | |
| | English | Ns (D in ft, | EWQD | | NEWQD = D3/15,625 | | | EQN V3.E3.T1-23 | |
| | $\mathrm{D} \leq 1,160$ | | | | | | | | |
| | $1,160 \mathrm{ft}$ | $\leq 3,150 \mathrm{ft}$ : | | | NEWQD $=154.2006 *{ }^{0.91760}$ | | | EQN V3.E3.T1-24 | |
| | 3,150 ft | | | | NEWQD = D3/125,000 | | | EQN V3.E3.T1-25 | |
| | Metric $E Q$ | s ( $D$ in $m, N$ | WQD in | | $\begin{aligned} & N E W Q D=D^{3} / 976.19 \\ & N E W Q D=208.0623 * D^{0.91760} \\ & N E W Q D=D^{3 / 7,809.53} \end{aligned}$ | | | EQN V3.E3.T1-26 | |
| | $D \leq 353$ | | | | | | | | |
| | 353.8 m | $\leq 9960.3 \mathrm{~m}$ | | | | | | EQNV3.E3 | T1-27 |
| | 960.3 m | | | | | | | EQN V3.E3.T1-28 | |
Table V3.E3.T1. HD 1.1 IBD and PTRD, Continued 表 V3.E3.T1.HD 1.1 IBD 和 PTRD，续
(See paragraph V3.E3.1.2.1.1.) (见第 V3.E3.1.2.1.1 段）。
d
For NEWQD < 30,000lbs[13,608kg]<30,000 \mathrm{lbs}[13,608 \mathrm{~kg}], the distance is controlled by fragments and debris. Lesser distances may be permitted for certain situations. 对于 NEWQD < 30,000lbs[13,608kg]<30,000 \mathrm{lbs}[13,608 \mathrm{~kg}] ，距离由碎片和残骸控制。在某些情况下，可能允许较小的距离。
English EQNs (NEWQD in lbs, D in ft) 英文 EQN（NEWQD 单位为磅，D 单位为英尺）
Table V3.E3.T2. HD 1.1 HFD, ^(a,b){ }^{\mathrm{a}, \mathrm{b}} Continued 表 V3.E3.T2.HD 1.1 高频分解， ^(a,b){ }^{\mathrm{a}, \mathrm{b}} 续
See paragraph V3.E3.1.2.1.1. 见第 V3.E3.1.2.1.1 段。
a
Use of equations given in Footnotes c through f to determine other HFD-NEWQD combinations is allowed. 允许使用脚注 c 至 f 中给出的公式来确定其他高频分解器--NEWQD 组合。
b
PTRD is 60 percent of HFD. PTRD 是 HFD 的 60%。
c
English EQNs (NEWQD in lbs, HFD in ft; In is natural logarithm) 英文 EQNs（NEWQD 单位为磅，HFD 单位为英尺；In 为自然对数）
NEWQD < 100<100 lbs: NEWQD < 100<100 磅：
HFD=291.3+[79.2^(**)ln(NEWQD)]\mathrm{HFD}=291.3+\left[79.2^{*} \ln (\mathrm{NEWQD})\right], with a minimum distance of 236 ft HFD=291.3+[79.2^(**)ln(NEWQD)]\mathrm{HFD}=291.3+\left[79.2^{*} \ln (\mathrm{NEWQD})\right] ，最小距离为 236 英尺
公制 EQN（NEWQD，单位：千克，HFL NEWQD < 45.4kgN E W Q D<45.4 \mathrm{~kg} ： NEWQD >= 45.4kgN E W Q D \geq 45.4 \mathrm{~kg} ：
Metric EQNs (NEWQD in kg , HFL NEWQD < 45.4kgN E W Q D<45.4 \mathrm{~kg} :
NEWQD >= 45.4kgN E W Q D \geq 45.4 \mathrm{~kg} :
Metric EQNs (NEWQD in kg , HFL NEWQD < 45.4kg :
NEWQD >= 45.4kg :| Metric EQNs (NEWQD in kg , HFL $N E W Q D<45.4 \mathrm{~kg}$ : |
| :--- |
| $N E W Q D \geq 45.4 \mathrm{~kg}$ : |
为自然对数） HFD=107.87+[24.14**ln(NEWQD)]," with "H F D=107.87+[24.14*\ln(N E W Q D)]、\text { with } 最小距离 71.9 m HFD=-251.87+[118.56**ln(NEWQD)]H F D=-251.87+[118.56 *\ln (N E W Q D)]
In is natural logarithm) HFD=107.87+[24.14**ln(NEWQD)]," with "H F D=107.87+[24.14 * \ln (N E W Q D)], \text { with }
a minimum distance of 71.9 m HFD=-251.87+[118.56**ln(NEWQD)]H F D=-251.87+[118.56 * \ln (N E W Q D)]
In is natural logarithm) HFD=107.87+[24.14**ln(NEWQD)]," with "
a minimum distance of 71.9 m HFD=-251.87+[118.56**ln(NEWQD)]| In is natural logarithm) $H F D=107.87+[24.14 * \ln (N E W Q D)], \text { with }$ |
| :--- |
| a minimum distance of 71.9 m $H F D=-251.87+[118.56 * \ln (N E W Q D)]$ |
Metric EQNs (NEWQD in kg , 公制 EQN（NEWQD，单位：千克 、{:[HFD < 200.5m:],[200.5m <= HFD < 381m]:}\begin{aligned} & H F D<200.5 \mathrm{~m}: \\ & 200.5 \mathrm{~m} \leq H F D<381 \mathrm{~m} \end{aligned}
{:[{: exp[x]" is "e^(x))],[NEWQD=exp[(HFD//24.14)-4.4685]],[NEWQD=exp[(HFD//118.56)+2.1244]]:}\begin{aligned} & \left.\exp [\mathrm{x}] \text { is } \mathrm{e}^{\mathrm{x}}\right) \\ & N E W Q D=\exp [(H F D / 24.14)-4.4685] \\ & N E W Q D=\exp [(H F D / 118.56)+2.1244] \end{aligned}
Metric EQNs (NEWQD in kg, HFL 公制 EQN（NEWQD，以千克为单位，HFL
exp [x] is e^(x)\mathrm{e}^{\mathrm{x}} ) exp [x] 是 e^(x)\mathrm{e}^{\mathrm{x}} )
EQN V3.E3.T2-12
{:[HFD <= 61.0m:],[61.0m < HFD <= 381.0m:]:}\begin{aligned} & H F D \leq 61.0 \mathrm{~m}: \\ & 61.0 \mathrm{~m}<H F D \leq 381.0 \mathrm{~m}: \end{aligned}
{:[NEWQD <= 14.1kg],[NEWQD=exp[(HFD//118.56)+2.2144]]:}\begin{aligned} & N E W Q D \leq 14.1 \mathrm{~kg} \\ & N E W Q D=\exp [(H F D / 118.56)+2.2144] \end{aligned}
See paragraph V3.E3.1.2.1.1.
a Use of equations given in Footnotes c through f to determine other HFD-NEWQD combinations is allowed.
b PTRD is 60 percent of HFD.
c English EQNs (NEWQD in lbs, HFD in ft; In is natural logarithm)
NEWQD < 100 lbs: HFD=291.3+[79.2^(**)ln(NEWQD)], with a minimum distance of 236 ft EQN V3.E3.T2-1
NEWQD >= 2100 lbs: HFD =-1133.9+[389**ln( NEWQD )] EQN V3.E3.T2-2
"Metric EQNs (NEWQD in kg , HFL NEWQD < 45.4kg :
NEWQD >= 45.4kg :" "In is natural logarithm) HFD=107.87+[24.14**ln(NEWQD)]," with "
a minimum distance of 71.9 m HFD=-251.87+[118.56**ln(NEWQD)]" "EQN V3.E3.T2-3
EQN V3.E3.T2-4"
d English EQNs (NEWQD in lbs, HFD in ft; exp[x] is e^(x) )
HFD < 658 ft : NEWQD =exp[(HFD//79.2)-3.678] EQN V3.E3.T2-5
658ft <= HFD < 1,250 ft: NEWQD =exp[(HFD//389)+2.914] EQN V3.E3.T2-6
Metric EQNs (NEWQD in kg , "HFD < 200.5m:
200.5m <= HFD < 381m" "{: exp[x] is e^(x))
NEWQD=exp[(HFD//24.14)-4.4685]
NEWQD=exp[(HFD//118.56)+2.1244]" "EQN V3.E3.T2-7
EQN V3.E3.T2-8"
e English EQNs (NEWQD in lbs, HFD in ft ; In is natural logarithm)
"NEWQD <= 31lbs:
31lbs < NEWQD <= 450lbs:" "HFD=200ft
HFD=-1133.9+[389**ln(NEWQD)]"
Metric EQNs (NEWQD in kg, HFD in m; ln is natural logarithm)
"NEWQD <= 14.1kg:
14.1kg < NEWQD <= 204.1kg : " "HFD=61.0m
HFD=-251.87+[118.56**ln(NEWQD)]"
f " English EQNs (NEWQD in lbs, HFD in {:ft;exp[x] is e^(x))
HFD <= 200ft:
200ft < HFD <= 1,250ft:" EQN V3.E3.T2-11
"NEWQD <= 31lbs
NEWQD = exp [(HFD/389) + 2.914]"
Metric EQNs (NEWQD in kg, HFL exp [x] is e^(x) )
EQN V3.E3.T2-12
"HFD <= 61.0m:
61.0m < HFD <= 381.0m:" "NEWQD <= 14.1kg
NEWQD=exp[(HFD//118.56)+2.2144]" | See paragraph V3.E3.1.2.1.1. | | | |
| :---: | :---: | :---: | :---: |
| a | Use of equations given in Footnotes c through f to determine other HFD-NEWQD combinations is allowed. | | |
| b | PTRD is 60 percent of HFD. | | |
| c | English EQNs (NEWQD in lbs, HFD in ft; In is natural logarithm) | | |
| | NEWQD $<100$ lbs: | $\mathrm{HFD}=291.3+\left[79.2^{*} \ln (\mathrm{NEWQD})\right]$, with a minimum distance of 236 ft | EQN V3.E3.T2-1 |
| | NEWQD $\geq 2100$ lbs: | HFD $=-1133.9+[389 * \ln ($ NEWQD $)]$ | EQN V3.E3.T2-2 |
| | Metric EQNs (NEWQD in kg , HFL $N E W Q D<45.4 \mathrm{~kg}$ : <br> $N E W Q D \geq 45.4 \mathrm{~kg}$ : | In is natural logarithm) $H F D=107.87+[24.14 * \ln (N E W Q D)], \text { with }$ <br> a minimum distance of 71.9 m $H F D=-251.87+[118.56 * \ln (N E W Q D)]$ | EQN V3.E3.T2-3 <br> EQN V3.E3.T2-4 |
| d | English EQNs (NEWQD in lbs, HFD in ft; $\exp [\mathrm{x}]$ is $\mathrm{e}^{\mathrm{x}}$ ) | | |
| | HFD < 658 ft : | NEWQD $=\exp [(\mathrm{HFD} / 79.2)-3.678]$ | EQN V3.E3.T2-5 |
| | $658 \mathrm{ft} \leq$ HFD < 1,250 ft: | NEWQD $=\exp [(\mathrm{HFD} / 389)+2.914]$ | EQN V3.E3.T2-6 |
| | Metric EQNs (NEWQD in kg , $\begin{aligned} & H F D<200.5 \mathrm{~m}: \\ & 200.5 \mathrm{~m} \leq H F D<381 \mathrm{~m} \end{aligned}$ | $\begin{aligned} & \left.\exp [\mathrm{x}] \text { is } \mathrm{e}^{\mathrm{x}}\right) \\ & N E W Q D=\exp [(H F D / 24.14)-4.4685] \\ & N E W Q D=\exp [(H F D / 118.56)+2.1244] \end{aligned}$ | EQN V3.E3.T2-7 <br> EQN V3.E3.T2-8 |
| e | English EQNs (NEWQD in lbs, HFD in ft ; In is natural logarithm) | | |
| | NEWQD $\leq 31 \mathrm{lbs}:$ <br> $31 \mathrm{lbs}<\mathrm{NEWQD} \leq 450 \mathrm{lbs}:$ | $\begin{aligned} & \mathrm{HFD}=200 \mathrm{ft} \\ & \mathrm{HFD}=-1133.9+[389 * \ln (\mathrm{NEWQD})] \end{aligned}$ | |
| | Metric EQNs (NEWQD in kg, HFD in m; ln is natural logarithm) | | |
| | $\begin{aligned} & N E W Q D \leq 14.1 \mathrm{~kg}: \\ & 14.1 \mathrm{~kg}<\mathrm{NEWQD} \leq 204.1 \mathrm{~kg} \text { : } \end{aligned}$ | $\begin{aligned} & H F D=61.0 \mathrm{~m} \\ & H F D=-251.87+[118.56 * \ln (N E W Q D)] \end{aligned}$ | |
| f | $\begin{aligned} & \text { English EQNs (NEWQD in lbs, HFD in } \left.\mathrm{ft} ; \exp [\mathrm{x}] \text { is } \mathrm{e}^{\mathrm{x}}\right) \\ & \mathrm{HFD} \leq 200 \mathrm{ft:} \\ & 200 \mathrm{ft}<\mathrm{HFD} \leq 1,250 \mathrm{ft:} \end{aligned}$ | | EQN V3.E3.T2-11 |
| | | NEWQD $\leq 31 \mathrm{lbs}$ <br> NEWQD = exp [(HFD/389) + 2.914] | |
| | Metric EQNs (NEWQD in kg, HFL | exp [x] is $\mathrm{e}^{\mathrm{x}}$ ) | |
| | | | EQN V3.E3.T2-12 |
| | $\begin{aligned} & H F D \leq 61.0 \mathrm{~m}: \\ & 61.0 \mathrm{~m}<H F D \leq 381.0 \mathrm{~m}: \end{aligned}$ | $\begin{aligned} & N E W Q D \leq 14.1 \mathrm{~kg} \\ & N E W Q D=\exp [(H F D / 118.56)+2.2144] \end{aligned}$ | |
Table V3.E3.T3. HFD for Open Stacks of Selected HD 1.1 AE 表 V3.E3.T3.选定 HD 1.1 AE 开放式堆栈的高频分解
Torpedo,
MK 48^(j,1)
(Shielded, or other means of transport)| Torpedo, |
| :--- |
| MK $48^{\mathrm{j}, 1}$ |
| (Shielded, or other means of transport) |
All of the HFDs in this table may be applied to both packaged and unpackaged configurations. 本表中的所有高频分解器均适用于包装和非包装配置。
b
Those items with a WAU-17 warhead. 这些物品配有 WAU-17 弹头。
c
Ten units or more until the point is reached at which this distance is exceeded by the distance requirements of Table V3.E3.T1. 10 个单位或更多，直至达到表 V3.E3.T1 的距离要求。
d
Use the distance shown only where there are less than 25 unrelated people exposed in any arc encompassing 45 degrees from 900ft[274m900 \mathrm{ft}[274 \mathrm{~m} ] to 1,250ft[381m1,250 \mathrm{ft}[381 \mathrm{~m} ] from the PES. 只有在从 900ft[274m900 \mathrm{ft}[274 \mathrm{~m} ]到 1,250ft[381m1,250 \mathrm{ft}[381 \mathrm{~m} ]的任何弧形 45 度范围内暴露的无关人员少于 25 人时，才使用所示距离。
e
HFDs include fragments from shipping or storage container(s). 高频分解物包括来自运输或储存容器的碎片。
f
More than 10 units may be involved before 1,250ft[381m1,250 \mathrm{ft}[381 \mathrm{~m} ] is exceeded. For distances involving more than 10 units, consult the applicable Service guidance. 在超过 1,250ft[381m1,250 \mathrm{ft}[381 \mathrm{~m} ]之前，可能涉及超过 10 个单位。如果距离超过 10 个单位，请查阅适用的服务指南。
g
105-mm105-\mathrm{mm} projectiles and 105-mm105-\mathrm{mm} complete rounds not in standard storage or shipping containers are HD 1.1. 105-mm105-\mathrm{mm} 射弹和 105-mm105-\mathrm{mm} 不在标准储存或装运容器中的整发子弹为 HD 1.1。
h
When handling more than one missile, the missiles must be transported or handled in a nose-to-tail configuration and in their launch capsule or shipping container; furthermore, they must be aligned and handled so that each group of two missiles is located outside of the warhead fragment beam spray region of the other two missiles. 在处理多枚导弹时，导弹必须在其发射舱或装运箱内以头对尾的方式运输或处理；此外，导弹必须对齐和处理，使每两枚导弹的每一组都位于其他两枚导弹的弹头碎片束喷射区域之外。
i
Handling is limited to one launch tube at a time, with other tubes closed; risks associated with possible propagation from the Tomahawk being handled to all other AE in the SSGN, as well as to AE in nearby combatant ships and boats, must be assumed by the Navy in accordance with an appropriate deviation from these standards. If handling is not limited to one launch tube at a time, with other tubes closed, the NEW of the full SSGN load will apply for siting in accordance with this manual. The reduced QD arc is drawn from the tube. Pier-side staging areas must be sited; however, the reduced QD in this table for Tomahawk missiles may be used, provided the restrictions of Footnote h are applied. 处理仅限于一次一个发射管，其他发射管关闭；处理中的战斧可能传播到 SSGN 中的所有其他 AE 以及附近作战舰艇和船只中的 AE，相关风险必须由海军根据这些标准的适当偏差来承担。如果在其他发射管关闭的情况下，不局限于同时发射一个发射管，则根据本手册，将适用 SSGN 全部载荷的新标准进行选址。减小的 QD 弧线从发射管引出。码头边的集结区必须选址；但是，如果适用脚注 h 的限制条件，可以使用本表中战斧导弹的减小的 QD。
j
All models, including Advanced Capability. 所有型号，包括高级功能。
k
These distances must be used when handling torpedo(es) from 2^(1//2)2^{1 / 2}-ton trucks (or larger) where sandbag (or other equivalent) shielding (as described in Footnote 1) is not present between the leading edge of the torpedo(es) warhead and the truck crew cab to prevent the crew cab and windshield from contributing to the debris. 从 2^(1//2)2^{1 / 2} 吨卡车（或更大吨位）装卸鱼雷时，如果鱼雷弹头前缘和卡车驾驶室之间没有沙袋（或其他类似物）屏蔽（如脚注 1 所述），则必须使用这些距离，以防止驾驶室和挡风玻璃造成碎片。
These distances may be used when handling torpedo(es) from:
1. 2^(1//2)2^{1 / 2}-ton trucks (or larger) with sandbag (or other equivalent) shielding between the leading edge of the torpedo(es) warhead and the truck crew cab to prevent the crew cab and windshield from contributing to the debris (sandbag shield requirement is equivalent to a minimum thickness of 2ft[0.61m]2 \mathrm{ft}[0.61 \mathrm{~m}] of sand between the truck crew cab and the torpedo(es). The sandbags must shield all parts of the crew cab and windshield from the torpedo warhead.); or
2. Other means of transport such as flatbed trailers, boats, torpedo transporters, forklifts, or portable cranes.
These distances may be used when handling torpedo(es) from:
1. 2^(1//2)-ton trucks (or larger) with sandbag (or other equivalent) shielding between the leading edge of the torpedo(es) warhead and the truck crew cab to prevent the crew cab and windshield from contributing to the debris (sandbag shield requirement is equivalent to a minimum thickness of 2ft[0.61m] of sand between the truck crew cab and the torpedo(es). The sandbags must shield all parts of the crew cab and windshield from the torpedo warhead.); or
2. Other means of transport such as flatbed trailers, boats, torpedo transporters, forklifts, or portable cranes.| These distances may be used when handling torpedo(es) from: |
| :--- |
| 1. $2^{1 / 2}$-ton trucks (or larger) with sandbag (or other equivalent) shielding between the leading edge of the torpedo(es) warhead and the truck crew cab to prevent the crew cab and windshield from contributing to the debris (sandbag shield requirement is equivalent to a minimum thickness of $2 \mathrm{ft}[0.61 \mathrm{~m}]$ of sand between the truck crew cab and the torpedo(es). The sandbags must shield all parts of the crew cab and windshield from the torpedo warhead.); or |
| 2. Other means of transport such as flatbed trailers, boats, torpedo transporters, forklifts, or portable cranes. |
Nomenclature Number of Units
1 2 3 4 5 6 7 8 9 10
(ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft)
[m] [m] [m] [m] [m] [m] [m] [m] [m] [m]
{"Torpedo,
MK 46"} 500 500 500 500 500 500 500 500
152.4 152.4 152.4 152.4 152.4 152.4 152.4 152.4
{"Torpedo,
MK 48^(j,k)
(2 1//2-ton truck, or larger, unshielded)"} 630 775 875 925
192.0 236.2 266.7 281.9
{"Torpedo,
MK 48^(j,1)
(Shielded, or other means of transport)"} 500 500 550 600 635 670 700 725 755 780^("f ")
152.4 152.4 167.6 182.9 193.5 204.2 213.4 221.0 230.1 237.7^(f)
a All of the HFDs in this table may be applied to both packaged and unpackaged configurations.
b Those items with a WAU-17 warhead.
c Ten units or more until the point is reached at which this distance is exceeded by the distance requirements of Table V3.E3.T1.
d Use the distance shown only where there are less than 25 unrelated people exposed in any arc encompassing 45 degrees from 900ft[274m ] to 1,250ft[381m ] from the PES.
e HFDs include fragments from shipping or storage container(s).
f More than 10 units may be involved before 1,250ft[381m ] is exceeded. For distances involving more than 10 units, consult the applicable Service guidance.
g 105-mm projectiles and 105-mm complete rounds not in standard storage or shipping containers are HD 1.1.
h When handling more than one missile, the missiles must be transported or handled in a nose-to-tail configuration and in their launch capsule or shipping container; furthermore, they must be aligned and handled so that each group of two missiles is located outside of the warhead fragment beam spray region of the other two missiles.
i Handling is limited to one launch tube at a time, with other tubes closed; risks associated with possible propagation from the Tomahawk being handled to all other AE in the SSGN, as well as to AE in nearby combatant ships and boats, must be assumed by the Navy in accordance with an appropriate deviation from these standards. If handling is not limited to one launch tube at a time, with other tubes closed, the NEW of the full SSGN load will apply for siting in accordance with this manual. The reduced QD arc is drawn from the tube. Pier-side staging areas must be sited; however, the reduced QD in this table for Tomahawk missiles may be used, provided the restrictions of Footnote h are applied.
j All models, including Advanced Capability.
k These distances must be used when handling torpedo(es) from 2^(1//2)-ton trucks (or larger) where sandbag (or other equivalent) shielding (as described in Footnote 1) is not present between the leading edge of the torpedo(es) warhead and the truck crew cab to prevent the crew cab and windshield from contributing to the debris.
1 "These distances may be used when handling torpedo(es) from:
1. 2^(1//2)-ton trucks (or larger) with sandbag (or other equivalent) shielding between the leading edge of the torpedo(es) warhead and the truck crew cab to prevent the crew cab and windshield from contributing to the debris (sandbag shield requirement is equivalent to a minimum thickness of 2ft[0.61m] of sand between the truck crew cab and the torpedo(es). The sandbags must shield all parts of the crew cab and windshield from the torpedo warhead.); or
2. Other means of transport such as flatbed trailers, boats, torpedo transporters, forklifts, or portable cranes." | Nomenclature | | Number of Units | | | | | | | | | |
| :---: | :---: | :---: | :---: | :---: | :---: | :---: | :---: | :---: | :---: | :---: | :---: |
| | | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 |
| | | (ft) | (ft) | (ft) | (ft) | (ft) | (ft) | (ft) | (ft) | (ft) | (ft) |
| | | [m] | [m] | [m] | [m] | [m] | [m] | [m] | [m] | [m] | [m] |
| {Torpedo, <br> MK 46} | | 500 | 500 | 500 | 500 | 500 | 500 | 500 | 500 | | |
| | | 152.4 | 152.4 | 152.4 | 152.4 | 152.4 | 152.4 | 152.4 | 152.4 | | |
| {Torpedo, <br> MK $48^{\mathrm{j}, \mathrm{k}}$ <br> (2 $1 / 2$-ton truck, or larger, unshielded)} | | 630 | 775 | 875 | 925 | | | | | | |
| | | 192.0 | 236.2 | 266.7 | 281.9 | | | | | | |
| {Torpedo, <br> MK $48^{\mathrm{j}, 1}$ <br> (Shielded, or other means of transport)} | | 500 | 500 | 550 | 600 | 635 | 670 | 700 | 725 | 755 | $780^{\text {f }}$ |
| | | 152.4 | 152.4 | 167.6 | 182.9 | 193.5 | 204.2 | 213.4 | 221.0 | 230.1 | $237.7^{f}$ |
| a | All of the HFDs in this table may be applied to both packaged and unpackaged configurations. | | | | | | | | | | |
| b | Those items with a WAU-17 warhead. | | | | | | | | | | |
| c | Ten units or more until the point is reached at which this distance is exceeded by the distance requirements of Table V3.E3.T1. | | | | | | | | | | |
| d | Use the distance shown only where there are less than 25 unrelated people exposed in any arc encompassing 45 degrees from $900 \mathrm{ft}[274 \mathrm{~m}$ ] to $1,250 \mathrm{ft}[381 \mathrm{~m}$ ] from the PES. | | | | | | | | | | |
| e | HFDs include fragments from shipping or storage container(s). | | | | | | | | | | |
| f | More than 10 units may be involved before $1,250 \mathrm{ft}[381 \mathrm{~m}$ ] is exceeded. For distances involving more than 10 units, consult the applicable Service guidance. | | | | | | | | | | |
| g | $105-\mathrm{mm}$ projectiles and $105-\mathrm{mm}$ complete rounds not in standard storage or shipping containers are HD 1.1. | | | | | | | | | | |
| h | When handling more than one missile, the missiles must be transported or handled in a nose-to-tail configuration and in their launch capsule or shipping container; furthermore, they must be aligned and handled so that each group of two missiles is located outside of the warhead fragment beam spray region of the other two missiles. | | | | | | | | | | |
| i | Handling is limited to one launch tube at a time, with other tubes closed; risks associated with possible propagation from the Tomahawk being handled to all other AE in the SSGN, as well as to AE in nearby combatant ships and boats, must be assumed by the Navy in accordance with an appropriate deviation from these standards. If handling is not limited to one launch tube at a time, with other tubes closed, the NEW of the full SSGN load will apply for siting in accordance with this manual. The reduced QD arc is drawn from the tube. Pier-side staging areas must be sited; however, the reduced QD in this table for Tomahawk missiles may be used, provided the restrictions of Footnote h are applied. | | | | | | | | | | |
| j | All models, including Advanced Capability. | | | | | | | | | | |
| k | These distances must be used when handling torpedo(es) from $2^{1 / 2}$-ton trucks (or larger) where sandbag (or other equivalent) shielding (as described in Footnote 1) is not present between the leading edge of the torpedo(es) warhead and the truck crew cab to prevent the crew cab and windshield from contributing to the debris. | | | | | | | | | | |
| 1 | These distances may be used when handling torpedo(es) from: <br> 1. $2^{1 / 2}$-ton trucks (or larger) with sandbag (or other equivalent) shielding between the leading edge of the torpedo(es) warhead and the truck crew cab to prevent the crew cab and windshield from contributing to the debris (sandbag shield requirement is equivalent to a minimum thickness of $2 \mathrm{ft}[0.61 \mathrm{~m}]$ of sand between the truck crew cab and the torpedo(es). The sandbags must shield all parts of the crew cab and windshield from the torpedo warhead.); or <br> 2. Other means of transport such as flatbed trailers, boats, torpedo transporters, forklifts, or portable cranes. | | | | | | | | | | |
V3.E3.1.2.1.1.2. For HD 1.1 NEWQDs in the range 451 to 30,000 lbs [205 to 13,608 kg], HFD is determined according to the criteria in paragraphs V3.E3.1.2.1.1.2.1. through V3.E3.1.2.1.1.2.7. PTRD is 60 percent of the specified HFD, and ILD must be in accordance with paragraph V3.E3.1.4. V3.E3.1.2.1.1.2.对于范围在451至30,000磅[205至13,608千克]的HD 1.1新合格证，HFD按照第V3.E3.1.2.1.2.1至V3.E3.1.2.1.2.7段中的标准确定。PTRD为规定HFD的60%，ILD必须符合第V3.E3.1.4段的规定。
V3.E3.1.2.1.1.2.1. The minimum HFD must be 1,250ft[381m1,250 \mathrm{ft}[381 \mathrm{~m} ], as shown in Table V3.E3.T1. Lesser distances are permitted if supported by a structural analysis. Facilities sited at 1,235ft1,235 \mathrm{ft} [ 376 m ] or 1,245ft1,245 \mathrm{ft} [ 380 m ] in accordance with past standards will be considered to be in compliance with the 1,250ft[381m]1,250 \mathrm{ft}[381 \mathrm{~m}] minimum requirement. V3.E3.1.2.1.2.1.如表 V3.E3.T1 所示，最小 HFD 必须为 1,250ft[381m1,250 \mathrm{ft}[381 \mathrm{~m} ]。如果有结构分析支持，允许更小的距离。根据过去的标准，位于 1,235ft1,235 \mathrm{ft} [ 376 米 ] 或 1,245ft1,245 \mathrm{ft} [ 380 米 ] 的设施将被视为符合 1,250ft[381m]1,250 \mathrm{ft}[381 \mathrm{~m}] 最低要求。
V3.E3.1.2.1.1.2.2. For HD 1.1 in a 7-Bar or a 3-Bar ECM, use ECM distances shown in Table V3.E3.T1., as discussed in paragraph V3.E3.1.3. V3.E3.1.2.1.2.2.对于 7-Bar 或 3-Bar ECM 中的 HD 1.1，如第 V3.E3.1.3 段所述，使用表 V3.E3.T1 中所示的 ECM 距离。
V3.E3.1.2.1.1.2.3. For HD 1.1 in an Undefined ECM where the loading density is <= 0.028lbs//ft^(3)[0.449(kg)//m^(3)]\leq 0.028 \mathrm{lbs} / \mathrm{ft}^{3}\left[0.449 \mathrm{~kg} / \mathrm{m}^{3}\right], use ECM distances shown in Table V3.E3.T1., as discussed in paragraph V3.E3.1.3. V3.E3.1.2.1.1.2.3.对于加载密度为 <= 0.028lbs//ft^(3)[0.449(kg)//m^(3)]\leq 0.028 \mathrm{lbs} / \mathrm{ft}^{3}\left[0.449 \mathrm{~kg} / \mathrm{m}^{3}\right] 的未定义 ECM 中的 HD 1.1，如第 V3.E3.1.3 段所述，使用表 V3.E3.T1 中所示的 ECM 距离。
V3.E3.1.2.1.1.2.4. For HD 1.1 in an Undefined ECM with minimum internal dimensions of 26 ft [ 7.92 m ] wide and 60 ft [ 18.29 m ] long, use “ECM side and rear” distances of Table V3.E3.T1. and “Other PES” distances of Table V3.E3.T1. for the front exposure. V3.E3.1.2.1.1.2.4.对于未定义 ECM 中的 HD 1.1（最小内部尺寸为宽 26 英尺 [ 7.92 米 ] 和长 60 英尺 [ 18.29 米 ]），使用表 V3.E3.T1 中的 "ECM 侧面和背面 "距离和表 V3.E3.T1 中的 "其他 PES "距离进行正面曝光。
V3.E3.1.2.1.1.2.5. For HD 1.1 in an Undefined ECM where the loading density is > 0.028lbs//ft^(3)[0.449(kg)//m^(3)]>0.028 \mathrm{lbs} / \mathrm{ft}^{3}\left[0.449 \mathrm{~kg} / \mathrm{m}^{3}\right] and internal dimensions are less than 26ft[7.92m]26 \mathrm{ft}[7.92 \mathrm{~m}] wide and 60ft[18.29m]60 \mathrm{ft}[18.29 \mathrm{~m}] long, use “Other PES” distances of Table V3.E3.T1. for front, side, and rear exposures. v3.e3.1.2.1.1.2.5.对于装载密度为 > 0.028lbs//ft^(3)[0.449(kg)//m^(3)]>0.028 \mathrm{lbs} / \mathrm{ft}^{3}\left[0.449 \mathrm{~kg} / \mathrm{m}^{3}\right] 且内部尺寸小于 26ft[7.92m]26 \mathrm{ft}[7.92 \mathrm{~m}] 宽和 60ft[18.29m]60 \mathrm{ft}[18.29 \mathrm{~m}] 长的未定义 ECM 中的 HD 1.1，使用表 V3.E3.T1 中的 "其他 PES "距离进行正面、侧面和背面曝光。
V3.E3.1.2.1.1.2.6. Selected items have been evaluated for minimum HFD with results shown in Table V3.E3.T3. Other items, through testing, have been hazard classified with a specific HFD presented in the format HD (xx)1.1. The HFD for these items is specified in hundreds of feet (in parentheses), and they may not be listed in Table V3.E3.T3. The distances for these two categories of select items apply only to items in the open. When these items are placed in a facility, apply the criteria of paragraphs V3.E3.1.2.1.1.2.1. through V3.E3.1.2.1.1.2.5. as appropriate. V3.E3.1.2.1.1.2.6.对部分物品进行了最小 HFD 评估，结果见表 V3.E3.T3。其他物品已通过测试进行了危险分类，并以 HD (xx)1.1 格式列出了具体的 HFD。这些物品的 HFD 以数百英尺为单位（括号内），可能未列于表 V3.E3.T3。这两类精选物品的距离仅适用于露天物品。当这些物品放置在设施内时，应酌情采用第 V3.E3.1.2.1.1.2.1 至 V3.E3.1.2.1.2.5 段的标准。
V3.E3.1.2.1.1.2.7. For bare explosives in the open, distance is computed by the formula D=40W^(1//3)[15*87Q^(1//3)]\mathrm{D}=40 \mathrm{~W}^{1 / 3}\left[15 \cdot 87 \mathrm{Q}^{1 / 3}\right]. V3.E3.1.2.1.1.2.7。对于露天的裸露爆炸物，距离按 D=40W^(1//3)[15*87Q^(1//3)]\mathrm{D}=40 \mathrm{~W}^{1 / 3}\left[15 \cdot 87 \mathrm{Q}^{1 / 3}\right] 公式计算。
V3.E3.1.2.1.1.3. For HD 1.1 NEWQDs > 30,000 lbs [13,608 kg] HFD will be in accordance with Table V3.E3.T1. Lesser distances are permitted if supported by a structural analysis. PTRD is 60 percent of HFD and ILD must be in accordance with paragraph V3.E3.1.4. The following apply to use of the reduced ECM distances shown in Table V3.E3.T1. for the NEW range between 30,000lbs[13,608kg]30,000 \mathrm{lbs}[13,608 \mathrm{~kg}] and 250,000lbs[113,398kg]250,000 \mathrm{lbs}[113,398 \mathrm{~kg}] : V3.E3.1.2.1.1.3.对于HD1.1新质量限值> 30,000磅[13,608千克]HFD将按照表V3.E3.T1执行。如果有结构分析支持，允许更小的距离。PTRD为HFD的60%，ILD必须符合第V3.E3.1.4段的规定。在 30,000lbs[13,608kg]30,000 \mathrm{lbs}[13,608 \mathrm{~kg}] 和 250,000lbs[113,398kg]250,000 \mathrm{lbs}[113,398 \mathrm{~kg}] 之间的新范围内，使用表 V3.E3.T1 中所示的较小 ECM 距离时适用以下规定：
V3.E3.1.2.1.1.3.1. For HD 1.1 in a 7-Bar or a 3-Bar ECM where internal dimensions are a minimum of 26ft[7.92m26 \mathrm{ft}[7.92 \mathrm{~m} ] wide and 60 ft [ 18.29 m ] long, use ECM distances shown in Table V3.E3.T1. V3.E3.1.2.1.1.3.1.对于内部尺寸最小为 26ft[7.92m26 \mathrm{ft}[7.92 \mathrm{~m} ]宽和 60 英尺 [ 18.29 米 ] 长的 7-Bar 或 3-Bar ECM 中的 HD 1.1，请使用表 V3.E3.T1 中所示的 ECM 距离。
V3.E3.1.2.1.1.3.2. For HD 1.1 in a 7-Bar or a 3-Bar ECM where internal dimensions are less than 26 ft [7.92 m] wide and 60ft[18.29m60 \mathrm{ft}[18.29 \mathrm{~m} ] long, use “Other PES” distances of Table V3.E3.T1. for front, side, and rear exposures. V3.E3.1.2.1.1.3.2。对于内部尺寸小于 26 英尺 [7.92 米] 宽和 60ft[18.29m60 \mathrm{ft}[18.29 \mathrm{~m} ] 长的 7-Bar 或 3-Bar ECM 中的 HD 1.1，使用表 V3.E3.T1 中的 "其他 PES "距离进行正面、侧面和背面曝光。
V3.E3.1.2.1.1.3.3. For HD 1.1 in an Undefined ECM where internal dimensions are a minimum of 26 ft [7.92 m] wide and 60 ft [ 18.29 m ] long, use “ECM side and rear” distances of Table V3.E3.T1. and “Other PES” distances of Table V3.E3.T1. for the front exposure. V3.E3.1.2.1.1.3.3。对于未定义 ECM 中的 HD 1.1，如果内部尺寸至少为 26 英尺 [7.92 米] 宽和 60 英尺 [18.29 米]长，则使用表 V3.E3.T1 中的 "ECM 侧面和背面 "距离和表 V3.E3.T1 中的 "其他 PES "距离进行正面暴露。
V3.E3.1.2.1.1.3.4. For HD 1.1 in an Undefined ECM where internal dimensions are < 26-ft<26-\mathrm{ft} [7.92 m] wide and 60-ft60-\mathrm{ft} [ 18.29 m ] long, use “Other PES” distances of Table V3.E3.T1. for front, side, and rear exposures. v3.e3.1.2.1.1.3.4.对于内部尺寸为 < 26-ft<26-\mathrm{ft} [7.92 米] 宽和 60-ft60-\mathrm{ft} [ 18.29 米 ] 长的未定义 ECM 中的 HD 1.1，使用表 V3.E3.T1 中的 "其他 PES "距离进行正面、侧面和背面曝光。
V3.E3.1.2.1.1.4. For sparsely populated locations (i.e., no more than 25 persons located in any sector bounded by the sides of a 45-degree angle, with the vertex at the PES, and the 900-ft[274-m900-\mathrm{ft}[274-\mathrm{m} ] and 1,250-ft1,250-\mathrm{ft} [ 381-m381-\mathrm{m} ] arcs from the PES), the minimum 1,250-ft[381-m1,250-\mathrm{ft}[381-\mathrm{m} ] fragment distance may be reduced to 900 ft [ 274 m ] if the NEWQD of the PES does not exceed 11,400lbs[5,171kg]11,400 \mathrm{lbs}[5,171 \mathrm{~kg}]. These minimum fragment distance reductions may not be applied to PTRs, even those to which IBD is required, such as a joint DoD-non-DoD use runway, or a high traffic density road. v3.e3.1.2.1.1.4.对于人烟稀少的地点（即在以 PES 为顶点的 45 度角两侧和 PES 的 900-ft[274-m900-\mathrm{ft}[274-\mathrm{m} ]和 1,250-ft1,250-\mathrm{ft} [ 381-m381-\mathrm{m} ] 弧线为边界的任何扇形区域内，人数不超过 25 人），如果 PES 的 NEWQD 不超过 11,400lbs[5,171kg]11,400 \mathrm{lbs}[5,171 \mathrm{~kg}] ，则最小 1,250-ft[381-m1,250-\mathrm{ft}[381-\mathrm{m} ] 碎片距离可减少到 900 英尺 [ 274 米 ]。这些最小碎片距离的减少可能不适用于 PTR，即使是需要 IBD 的 PTR，例如国防部与非国防部联合使用的跑道或高交通密度的道路。
V3.E3.1.2.1.1.5. For PTRs, the minimum fragment distance for HD 1.1 AE is based on the traffic density considered at three levels: high, medium, and low. The traffic density is averaged over a normal (non-holiday) week in terms of number of passengers during a 24-hour period. Minimum fragment distance reductions based on sparse population considerations addressed in paragraph V3.E3.1.2.1.1.4. do not apply to PTRs, even those to which IBD is required, such as a joint DoD-non-DoD use runway, or a high traffic density road. In applying criteria other than the default values given in paragraphs V3.E3.1.2.1.1.5.1. through V3.E3.1.2.1.1.5.3. (which are based on car (and rail) speed of 50 miles per hour (mph) [80 kilometers per hour (kph)], and a ship speed of 10mph[16kph]10 \mathrm{mph}[16 \mathrm{kph}] ), other applicable considerations must be taken into account to establish exposure levels. Examples of other considerations include: speed of vehicles, number of passengers per vehicle, protection afforded by the vehicle, variation in daily traffic levels in relation to AE activities, and seasonal traffic trends. The default value of two passengers per car may be used to estimate traffic density. V3.E3.1.2.1.1.5。就 PTR 而言，HD 1.1 AE 的最小分片距离基于高、中、低三个级别的交通密度。交通密度是一个正常（非节假日）星期 24 小时内乘客人数的平均值。第 V3.E3.1.2.1.1.4 段中基于人口稀疏考虑的最小碎片距离缩减不适用于 PTR，即使是需要 IBD 的 PTR，如国防部与非国防部联合使用的跑道或高交通密度道路。在应用第 V3.E3.1.2.1.1.5.1. 至 V3.E3.1.2.1.1.5.3. 段（基于汽车（和铁路）时速 50 英里 (mph) [80 公里 (kph)] 和 10mph[16kph]10 \mathrm{mph}[16 \mathrm{kph}] 船速）中给出的默认值以外的标准时，必须考虑其他适用因素，以确定暴露水平。其他考虑因素包括：车速、每辆车的乘客人数、车辆提供的保护、与 AE 活动有关的每日交通水平变化以及季节性交通趋势。可以使用每辆车两名乘客的默认值来估算交通密度。
V3.E3.1.2.1.1.5.1. High-Traffic Density. If routes have 10,000 or more car or rail passengers per day, or 2,000 or more ship passengers per day, then IBD criteria apply. V3.E3.1.2.1.1.5.1.高客流量密度。如果线路每天的汽车或铁路乘客达到或超过 10,000 人次，或每天的轮船乘客达到或超过 2,000 人次，则适用 IBD 标准。
V3.E3.1.2.1.1.5.2. Medium-Traffic Density. If routes have between 400 and 10,000 car or rail passengers per day, or between 80 and 2,000 ship passengers per day, 60 percent of the specified minimum fragment distance for IBD applies. At a minimum, these criteria apply to any recreational activity that is extensive and occurs on a regular basis. V3.E3.1.2.1.1.5.2.中等交通密度。如果航线每天的汽车或铁路乘客人数在 400 到 10,000 人之间，或每天的轮船乘客人数在 80 到 2,000 人之间，则 IBD 规定的最小碎片距离的 60% 适用。这些标准至少适用于任何广泛且定期进行的娱乐活动。
V3.E3.1.2.1.1.5.3. Low-Traffic Density. If routes have fewer than 400 car or rail passengers per day, or fewer than 80 ship passengers per day, no minimum fragment distance is required. Minimum distance is 60 percent of IBD based on blast criteria only. V3.E3.1.2.1.1.5.3.低交通密度。如果航线每天的汽车或铁路乘客少于 400 人，或每天的轮船乘客少于 80 人，则不要求最小碎片距离。最小距离仅为基于爆炸标准的 IBD 的 60%。
V3.E3.1.2.1.1.5.4. Other Exposures. For other exposures that are permitted at PTRD, fragment distance minimums for HD 1.1 AE are at least 60 percent of the specified minimum fragment distance for IBD. V3.E3.1.2.1.1.5.4.其他曝光。对于 PTRD 允许的其他暴露，HD 1.1 AE 的最小碎片距离至少为 IBD 指定最小碎片距离的 60%。
V3.E3.1.2.1.2. Minimum fragment distances apply to: V3.E3.1.2.1.2.最小碎片距离适用于：
V3.E3.1.2.1.2.1. An installation’s boundary, unless the area outside the boundary naturally prohibits access or is government land that is not open to the public. When a QD arc extends beyond an installation’s boundary and this exclusion applies, the DoD Component will certify IBD protection need not be applied to the encumbered area and establish procedures to monitor the area for any change in status. V3.E3.1.2.1.2.1.设施边界，除非边界外的区域自然禁止进入或属于不对公众开放的政府土地。当 QD 弧线延伸到设施边界之外且适用此排除条款时，国防部组成部分将证明无需对设保区域实施 IBD 保护，并制定程序以监控该区域的任何状态变化。
V3.E3.1.2.1.2.2. Administration and housing areas. V3.E3.1.2.1.2.2.行政和住房区。
V3.E3.1.2.1.2.3. Recreation facilities (e.g., baseball diamonds, golf courses, and volleyball courts). Paragraph V3.E3.1.2.1.3.1. describes situations where minimum fragment distances do not apply to recreational facilities. V3.E3.1.2.1.2.3.娱乐设施（如棒球场、高尔夫球场和排球场）。第V3.E3.1.2.1.3.1段描述了最小破碎带距离不适用于娱乐设施的情况。
V3.E3.1.2.1.2.4. Flight-line passenger service functions (e.g., terminal buildings). V3.E3.1.2.1.2.4.航线旅客服务功能（如航站楼）。
V3.E3.1.2.1.2.5. Main powerhouses that provide vital utilities to a major portion of an installation. V3.E3.1.2.1.2.5.为设施主要部分提供重要公用设施的主要动力室。
V3.E3.1.2.1.2.6. Inert storage and shops that, by reason of their vital strategic nature or high intrinsic value of their contents, should not be placed at risk. V3.E3.1.2.1.2.6.惰性仓库和商店，由于其重要的战略性质或其内装物品的内在价值很高，不应被置于危险之中。
V3.E3.1.2.1.2.7. Functions that, if momentarily put out of action, would cause an immediate secondary hazard by reason of their failure to function. V3.E3.1.2.1.2.7。如果功能暂时失效，则会因其失效而造成直接的次生危险。
V3.E3.1.2.1.2.8. Private vehicles parked in administrative areas. V3.E3.1.2.1.2.8.停放在行政区域内的私家车。
V3.E3.1.2.1.3. Examples when minimum fragment and firebrand distances need not apply are: V3.E3.1.2.1.3.不适用最小碎片和火药距离的例子有：
V3.E3.1.2.1.3.1. Recreation or training facilities, when such facilities are located near AE support operations and are used by off-duty military or on-duty military or DoD civilians or contractors (e.g., munitions workers, security guards, and firefighters) who directly support these AE operations. V3.E3.1.2.1.3.1.娱乐或训练设施，当这些设施位于AE支持行动附近，并由直接支持这些AE行动的休班军人或在岗军人或国防部文职人员或承包商（如弹药工人、保安和消防员）使用时。
V3.E3.1.2.1.3.2. Related and support DoD-controlled functions for which IMD and ILD would normally apply. v3.e3.1.2.1.3.2.通常适用于 IMD 和 ILD 的相关和支持国防部控制的功能。
V3.E3.1.2.1.3.3. Maintenance, supply, training facilities, and operations offices for logistical or operational support of combat aircraft, battalion-size or smaller delivery or AE supply units, separate air defense firing batteries, or a single pier or wharf for which the AE in a PES is intended. V3.E3.1.2.1.3.3.为作战飞机、营级或更小的投送或 AE 供应单位、独立的防空射击炮台或 PES 中的 AE 所要使用的单个码头或船坞提供后勤或作战支持的维护、供应、培训设施及操作办公室。
V3.E3.1.2.1.3.4. Between a PES and inert storage, whether in a facility or in the open. V3.E3.1.2.1.3.4.聚醚砜与惰性气体贮存之间，无论是在设施内还是在露天。
V3.E3.1.2.1.3.5. Between facilities in an operating line, between operating lines, and between operating lines and storage locations. V3.E3.1.2.1.3.5.作业线上的设施之间、作业线之间、作业线与储存地点之间。
V3.E3.1.3. IBD and PTRD. Paragraph V3.E3.1.2.1.1. specifies required separation distances to inhabited buildings and PTRs for ECMs and other types of PESs containing HD 1.1. Permissible exposures at these distances are listed in paragraphs V3.E3.1.1.4. through V3.E3.1.1.6. V3.E3.1.3.IBD 和 PTRD。第V3.E3.1.2.1.1段规定了含有HD1.1的ECM和其他类型的PES与有人居住的建筑物和PTR的规定隔离距离。V3.E3.1.1.4 至 V3.E3.1.1.6 段列出了这些距离的允许暴露量。
V3.E3.1.3.1. ECM. Specified separations from ECMs consider reductions in blast overpressure attributable to the earth cover of ECMs, when the earth cover has a minimum thickness of 2ft[0.61m]2 \mathrm{ft}[0.61 \mathrm{~m}]. See paragraph V3.E3.1.2.1.1. for application of the ECM distances in Table V3.E3.T1. to 7-Bar, 3-Bar, and Undefined ECMs. Descriptions of “front,” “side,” and “rear” for ECMs follow and are illustrated in Figure V3.E3.F1. in the appendix to this enclosure. V3.E3.1.3.1.ECM。与 ECM 的指定间距考虑了 ECM 覆土对爆炸超压的减小作用，当覆土的最小厚度为 2ft[0.61m]2 \mathrm{ft}[0.61 \mathrm{~m}] 时。关于表 V3.E3.T1.中的 ECM 距离对 7-巴、3-巴和未定义的 ECM 的应用，请参见第 V3.E3.1.2.1.1 段。ECM 的 "前方"、"侧面 "和 "后方 "说明见本附录图 V3.E3.F1.。
V3.E3.1.3.1.1. The forward sector, or “front,” of an ECM is that area 60 degrees either side of the ECM’s centerline ( 120 degrees combined angle), with the vertex of the angle placed so that the sides of the angle pass through the intersection of the headwall and sidewalls. V3.E3.1.3.1.1。ECM 的前部或 "前方 "是指 ECM 中心线两侧 60 度的区域（120 度的组合角），其顶点应使角的两侧通过顶壁和侧壁的交叉点。
V3.E3.1.3.1.2. The rear sector, or “rear,” of an ECM is that area 45 degrees either side of the magazine centerline ( 90 degrees combined angle) with the vertex of the angle placed so that the sides of the angle pass through the intersection of the rear and side walls. V3.E3.1.3.1.2。ECM 的后部或 "后方 "是指弹仓中心线两侧 45 度（90 度组合角）的区域，其顶点应使角的两侧通过后壁和侧壁的交叉点。
V3.E3.1.3.1.3. All other orientations are considered “side” sectors. V3.E3.1.3.1.3。所有其他方向均视为 "侧 "扇形。
V3.E3.1.3.2. HPM. Testing has shown that the design of the earth-bermed HPM attenuates pressures relative to an unconfined surface burst similar to that indicated in paragraph V3.E3.1.3.1. for an ECM. The following pertain to siting of an HPM: V3.E3.1.3.2。HPM。测试表明，土堤式 HPM 的设计可减弱相对于无约束表面爆破的压力，类似于第 V3.E3.1.3.1 段所述的 ECM。以下内容与高密度聚乙烯管道的选址有关：
V3.E3.1.3.2.1. An HPM has a “front” sector and a “side” sector. The definition of “front” for an ECM in paragraph V3.E3.1.3.1.1. also applies to an HPM. All other orientations are considered “side” sectors. Figure V3.E3.F2. in the appendix to this enclosure illustrates the sectors associated with an HPM. An HPM has no “rear” sector. V3.E3.1.3.2.1.HPM 有一个 "正面 "扇区和一个 "侧面 "扇区。第 V3.E3.1.3.1.1 段中对 ECM "正面 "的定义也适用于 HPM。所有其他方向均视为 "侧面 "扇区。本附录中的图 V3.E3.F2. 说明了与 HPM 相关的扇区。HPM 没有 "后部 "扇区。
V3.E3.1.3.2.2. The values shown in Table V3.E3.T1. for front exposure from an ECM also apply to the front of an HPM. 表 V3.E3.1.3.2.2.
V3.E3.1.3.2.3. The values shown in Table V3.E3.T1. for side exposure from an ECM apply to the remainder (all but the front) of an HPM. V3.E3.1.3.2.3.
V3.E3.1.4. ILD. Separation distances required between AE and non-AE buildings and sites within an AE operating line are listed for various quantities of HD 1.1 AE in Table V3.E3.T4. Permissible exposures at ILD are listed in paragraphs V3.E3.1.1.1. (barricaded ILD) and V3.E3.1.1.2. (unbarricaded ILD). In order to apply barricaded ILD, barricades must comply with paragraph V2.E5.4.2.3. The separation distance between an operating building and its service magazine is based on the NEWQD and the HD of the AE in the magazine and not that in other parts of the operating line. V3.E3.1.4.ILD.表V3.E3.T4列出了HD 1.1 AE的各种数量在AE作业线内AE与非AE建筑物和地点之间所需的隔离距离。ILD 的允许暴露量列于第 V3.E3.1.1.1 段。段（有防护栏的ILD）和V3.E3.1.1.2.(无障碍ILD）。要使用有路障的ILD，路障必须符合第V2.E5.4.2.3段的规定。操作楼与其辅助库房之间的间隔距离是基于新的质量标准和库房内的AE的HD，而不是操作线其他部分的AE的HD。
V3.E3.1.4.1. ILD From ECM. Testing has shown that some attenuation of airblast overpressure relative to an unconfined surface burst occurs out the sides and rear of an ECM and a slight increase occurs out the front of an ECM. The equivalent 9W^(1//3)[3.57Q^(1//3)](12psi[82.79 \mathrm{~W}^{1 / 3}\left[3.57 \mathrm{Q}^{1 / 3}\right](12 \mathrm{psi}[82.7kPa]\mathrm{kPa}] (barricaded) ) and 18W^(1//3)[7.14Q^(1//3)]18 \mathrm{~W}^{1 / 3}\left[7.14 \mathrm{Q}^{1 / 3}\right] ( 3.5psi[24kPa]3.5 \mathrm{psi}[24 \mathrm{kPa}] (unbarricaded)) ILD from an ECM, when accounting for this attenuation, are given in Table V3.E3.T5. Airblast forms the bases for the equations given in the footnotes for Table V3.E3.T5. V3.E3.1.4.1.来自 ECM 的 ILD。测试表明，相对于无约束表面爆破，气爆超压在 ECM 的两侧和后部会出现一些衰减，而在 ECM 的前部会出现轻微增加。表 V3.E3.T5 列出了考虑到这种衰减后，来自 ECM 的等效 9W^(1//3)[3.57Q^(1//3)](12psi[82.79 \mathrm{~W}^{1 / 3}\left[3.57 \mathrm{Q}^{1 / 3}\right](12 \mathrm{psi}[82.7kPa]\mathrm{kPa}] (有路障) 和 18W^(1//3)[7.14Q^(1//3)]18 \mathrm{~W}^{1 / 3}\left[7.14 \mathrm{Q}^{1 / 3}\right] ( 3.5psi[24kPa]3.5 \mathrm{psi}[24 \mathrm{kPa}] (无路障)) ILD。表 V3.E3.T5 脚注中的公式以空气冲击波为基础。
V3.E3.1.4.2. Barricaded ILD From an ECM. Paragraph V3.E3.1.5.4. provides criteria for the application of barricaded ILD from an ECM. V3.E3.1.4.2.限制来自ECM的ILD。第V3.E3.1.5.4.段规定了从ECM施加障碍性ILD的标准。
V3.E3.1.4.3. ILD From HPM. The values shown in Table V3.E3.T5. for front exposure from an ECM also apply to front exposures from an HPM. The values shown in Table V3.E3.T5. for side exposure from an ECM apply to all other orientations of an HPM. The side of an HPM is considered barricaded, provided the earth barricading complies with the design drawing. V3.E3.1.4.3.来自 HPM 的 ILD。表 V3.E3.T5.中显示的 ECM 正面曝光值也适用于 HPM 正面曝光。表 V3.E3.T5.中显示的 ECM 侧面曝光值适用于 HPM 的所有其他方向。如果挡土墙符合设计图纸要求，则认为高密度聚乙烯墙的侧面有挡土墙。
V3.E3.1.5. IMD. Magazines for HD 1.1 will be separated one from another in accordance with Tables V3.E3.T6., V3.E3.T7., and V3.E3.T8. Table V3.E3.T6. provides orientation relationships for ECM and Tables V3.E3.T7. and V3.E3.T8. provide the actual separation distances. V3.E3.1.5.IMD.根据表 V3.E3.T6.、V3.E3.T7.和 V3.E3.T8，HD1.1 的杂志将彼此分开。表 V3.E3.T6. 提供了 ECM 的方向关系，表 V3.E3.T7. 和 V3.E3.T8. 提供了实际的分隔距离。
V3.E3.1.5.1. Siting Rules. For examples of siting rules for various magazine orientations see Figures V3.E3.F1. through V3.E3.F8. in the appendix to this enclosure. V3.E3.1.5.1.选址规则。各种弹仓方向的选址规则示例见本附录图 V3.E3.F1 至 V3.E3.F8。
V3.E3.1.5.2. Barricaded IMD From ECM. Paragraph V3.E3.1.5.4. provides criteria for the application of barricaded IMD from ECM. V3.E3.1.5.2.限制来自ECM的IMD。第V3.E3.1.5.4.段规定了从ECM施加路障IMD的标准。
V3.E3.1.5.3. Other Factors Limiting ECM Storage. Other factors limiting ECM storage include: V3.E3.1.5.3.限制 ECM 存储的其他因素。限制 ECM 存储的其他因素包括
V3.E3.1.5.3.1. Quantities above 500,000 lbs [226,795 kg] NEWQD in one ECM are not authorized, except for energetic liquids. V3.E3.1.5.3.1.除高能液体外，不允许在一个 ECM 中装载超过 500,000 磅[226,795 千克]的新品质文件。
V3.E3.1.5.3.2. The 7-ft [2.1-m] separation distance given in Table V3.E3.T7. for 100 lbs[45.4kg]\mathrm{lbs}[45.4 \mathrm{~kg}] NEWQD constitutes the minimum side-to-side magazine separation distance. V3.E3.1.5.3.2.表V3.E3.T7.中为100 lbs[45.4kg]\mathrm{lbs}[45.4 \mathrm{~kg}] NEWQD给出的7英尺[2.1米]间距是最小侧对侧弹仓间距。
English EQNs (D in ft, NEW QD in lbs) 英文 EQNs（D 单位为英尺，NEW QD 单位为磅）
D=9^(**)NEWQD^(1//3)\mathrm{D}=9^{*} \mathrm{NEWQD}^{1 / 3} NEWQD=D^(3)//729\mathrm{NEWQD}=\mathrm{D}^{3} / 729
Metric EQNsE Q N s ( inm\mathrm{in} m, NEWQD in kg ) 公制 EQNsE Q N s ( inm\mathrm{in} m ，NEWQD 千克 )
EQN V3.E3.T4-1
EQN V3.E3.T4-2
Metric EQNs (D in m, NEWQD in kg ) 公制 EQN（D 以米为单位，NEWQD 以千克为单位）
EQN V3.E3.T4-3 EQN V3.E3.T4-4
b
English EQNs (D in ft, NEW QD in lbs) 英文 EQNs（D 单位为英尺，NEW QD 单位为磅）
For less than 50 lbs [ 22.7 kg ], less distance may be used when structures, blast mats, and the like can completely contain fragments and debris. This table is not applicable when blast, fragments, and debris are completely confined, as in certain test firing barricades. 对于小于 50 磅[22.7 千克]的爆炸，当结构、防爆垫等能完全容纳碎片和残片时，可使用较小的距离。本表不适用于爆炸、碎片和碎屑完全封闭的情况，如某些试射路障。
d
Quantities above 500,000 lbs [226,795 kg] NEWQD are authorized only for HD 1.1 energetic liquids. 超过 500,000 磅[226,795 千克] NEWQD 的数量仅授权用于 HD 1.1 高能液体。
NEWQD Barricaded Distance ^("a ") Unbarricaded Distance ^("b ")
(lbs) (ft) (ft)
[kg] [m] [m]
70,000 371 742
31,751.3 113.0 226.1
100,000 418 835
45,359.0 127.3 254.6
150,000 478 956
68,038.5 145.7 291.5
200,000 526 1,053
90,718.0 160.4 320.8
300,000 602 1,205
136,077.0 183.6 367.2
500,000 ^("d ") 714 1,429
226,795.0 217.7 435.4
700,000 799 1,598
317,513.0 243.6 487.1
1,000,000 900 1,800
453,590.0 274.3 548.6
1,500,000 1,030 2,060
680,385.0 314.0 628.0
2,000,000 1,134 2,268
907,180.0 345.6 691.2
3,000,000 1,298 2,596
1,360,770.0 395.6 791.2
5,000,000 1,539 3,078
2,267,950.0 469.0 938.1
a English EQNs (D in ft, NEW QD in lbs)
D=9^(**)NEWQD^(1//3)NEWQD=D^(3)//729Metric EQNs ( inm, NEWQD in kg ) EQN V3.E3.T4-1
EQN V3.E3.T4-2
Metric EQNs (D in m, NEWQD in kg ) EQN V3.E3.T4-3 EQN V3.E3.T4-4
b English EQNs (D in ft, NEW QD in lbs)
D=18**NEWQD^(1//3) EQN V3.E3.T4-5
NEWQD = D³/5,832 EQN V3.E3.T4-6
Metric EQNs ( D in m , NEWQD in kg )
D=7.14^(**)NEWQD^(1//3) "EQN V3.E3.T4-7
EQN V3.E3.T4-8"
c For less than 50 lbs [ 22.7 kg ], less distance may be used when structures, blast mats, and the like can completely contain fragments and debris. This table is not applicable when blast, fragments, and debris are completely confined, as in certain test firing barricades.
d Quantities above 500,000 lbs [226,795 kg] NEWQD are authorized only for HD 1.1 energetic liquids. | | NEWQD | Barricaded Distance ${ }^{\text {a }}$ | Unbarricaded Distance ${ }^{\text {b }}$ |
| :---: | :---: | :---: | :---: |
| | (lbs) | (ft) | (ft) |
| | [kg] | [m] | [m] |
| | 70,000 | 371 | 742 |
| | 31,751.3 | 113.0 | 226.1 |
| | 100,000 | 418 | 835 |
| | 45,359.0 | 127.3 | 254.6 |
| | 150,000 | 478 | 956 |
| | $68,038.5$ | 145.7 | 291.5 |
| | 200,000 | 526 | 1,053 |
| | 90,718.0 | 160.4 | 320.8 |
| | 300,000 | 602 | 1,205 |
| | 136,077.0 | 183.6 | 367.2 |
| | 500,000 ${ }^{\text {d }}$ | 714 | 1,429 |
| | 226,795.0 | 217.7 | 435.4 |
| | 700,000 | 799 | 1,598 |
| | 317,513.0 | 243.6 | 487.1 |
| | 1,000,000 | 900 | 1,800 |
| | 453,590.0 | 274.3 | 548.6 |
| | 1,500,000 | 1,030 | 2,060 |
| | 680,385.0 | 314.0 | 628.0 |
| | 2,000,000 | 1,134 | 2,268 |
| | 907,180.0 | 345.6 | 691.2 |
| | 3,000,000 | 1,298 | 2,596 |
| | 1,360,770.0 | 395.6 | 791.2 |
| | 5,000,000 | 1,539 | 3,078 |
| | 2,267,950.0 | 469.0 | 938.1 |
| a | English EQNs (D in ft, NEW QD in lbs) | | |
| | $\mathrm{D}=9^{*} \mathrm{NEWQD}^{1 / 3}$$\mathrm{NEWQD}=\mathrm{D}^{3} / 729$Metric $E Q N s$ ( $\mathrm{in} m$, NEWQD in kg ) | | EQN V3.E3.T4-1 |
| | | | EQN V3.E3.T4-2 |
| | Metric EQNs (D in m, NEWQD in kg ) | | EQN V3.E3.T4-3 EQN V3.E3.T4-4 |
| b | English EQNs (D in ft, NEW QD in lbs) | | |
| | $\mathrm{D}=18 * \mathrm{NEWQD}^{1 / 3}$ | | EQN V3.E3.T4-5 |
| | NEWQD = D³/5,832 | | EQN V3.E3.T4-6 |
| | Metric EQNs ( D in m , NEWQD in kg ) | | |
| | $D=7.14^{*} N E W Q D^{1 / 3}$ | | EQN V3.E3.T4-7 <br> EQN V3.E3.T4-8 |
| c | For less than 50 lbs [ 22.7 kg ], less distance may be used when structures, blast mats, and the like can completely contain fragments and debris. This table is not applicable when blast, fragments, and debris are completely confined, as in certain test firing barricades. | | |
| d | Quantities above 500,000 lbs [226,795 kg] NEWQD are authorized only for HD 1.1 energetic liquids. | | |
Table V3.E3.T5. HD 1.1 ILD from ECM 表 V3.E3.T5.HD 1.1 来自 ECM 的 ILD
{:[D=(-1.2135+2.6437 xx10^(-5)**NEWQD)],[**NEWQD^(1//3)]:}\begin{aligned} D= & \left(-1.2135+2.6437 \times 10^{-5} * N E W Q D\right) \\ & * N E W Q D^{1 / 3} \end{aligned}
EQN V3.E3.T5-28
NEWQD > 181,436 kg: NEWQD > 181,436 公斤：
D=3.57**NEWQD^(1//3)D=3.57 * N E W Q D^{1 / 3}
EQN V3.E3.T5-29
D <= 122.6mD \leq 122.6 \mathrm{~m} :
NEWQD =D^(3)//13.485=D^{3} / 13.485
EQN V3.E3.T5-30
122.6m < D <= 202.8m122.6 \mathrm{~m}<\mathrm{D} \leq 202.8 \mathrm{~m} :
NEWQD =67,206+565.05**D=67,206+565.05 * D
EQN V3.E3.T5-31
D>202.8 m: D>202.8 米：
NEWQD=D^(3)//45.511N E W Q D=D^{3} / 45.511
EQN V3.E3.T5-32
d
English EQNs (NEWQD in lbs, D in ft) 英文 EQN（NEWQD 单位为磅，D 单位为英尺）
{:[D=(3.9544+1.76097 xx10^(-5**)NEWQD)],[**NEWQD^(1//3)]:}\begin{aligned} D= & \left(3.9544+1.76097 \times 10^{-5 *} N E W Q D\right) \\ & * N E W Q D^{1 / 3} \end{aligned}
EQN V3.E3.T5-44
NEWQD > 181,436 kg: NEWQD > 181,436 公斤：
D=7.14**NEWQD^(1//3)D=7.14 * N E W Q D^{1 / 3}
EQN V3.E3.T5-45
D <= 326.6mD \leq 326.6 \mathrm{~m} :
NEWQD =D^(3)//255.709=D^{3} / 255.709
EQN V3.E3.T5-46
122.6m < D <= 202.8m122.6 \mathrm{~m}<\mathrm{D} \leq 202.8 \mathrm{~m} :
NEWQD =-53,605+580.89**D=-53,605+580.89 * D
EQN V3.E3.T5-47
D> 404.7 m : D> 404.7 米 ：
NEWQD =D^(3)//364.086=D^{3} / 364.086
EQN V3.E3.T5-48
c English EQNs (NEWQD in lbs, D in ft )
NEWQD <= 300,000 lbs: D=6** NEWQD ^(1//3) EQN V3.E3.T5-21
300,000 lbs < NEWQD <= - 400,000lbs : "D=(-3.059+3.0228 xx10^(-5**) NEWQD )
**NEWQD^(1//3)" EQN V3.E3.T5-22
NEWQD > 400,000 lbs: D=9**NEWQD^(1//3) EQN V3.E3.T5-23
D <= _ 402 ft : NEWQD =D^(3)//216 EQN V3.E3.T5-24
402ft < D <= _ 665 ft : NEWQD =148,160+379.7** D EQN V3.E3.T5-25
D > 665ft : NEWQD =D^(3)//729 EQN V3.E3.T5-26
Metric EQNs (NEWQD in kg, D in m )
NEWQD <= 136,077kg : D=2.38^(**)NEWOD^(1//3) EON V3.E3.T5-27
136,077 kg < NEWQD <= 181,436kg : "D=(-1.2135+2.6437 xx10^(-5)**NEWQD)
**NEWQD^(1//3)" EQN V3.E3.T5-28
NEWQD > 181,436 kg: D=3.57**NEWQD^(1//3) EQN V3.E3.T5-29
D <= 122.6m : NEWQD =D^(3)//13.485 EQN V3.E3.T5-30
122.6m < D <= 202.8m : NEWQD =67,206+565.05**D EQN V3.E3.T5-31
D>202.8 m: NEWQD=D^(3)//45.511 EQN V3.E3.T5-32
d English EQNs (NEWQD in lbs, D in ft)
NEWQD <= 500,000 lbs: D=18^(**)NEWQD^(1//3) EQN V3.E3.T5-33
D <= 1,429ft : NEWQD =D^(3)//5,832 EQN V3.E3.T5-34
Metric EQNs (NEWQD in kg, D in m )
NEWQD <= 226,795kg : D=7.14**NEWQD^(1//3) EQN V3.E3.T5-35
D > 435.4 m : NEWQD = D^(3)//364.086 EQN V3.E3.T5-36
e English EQNs (NEWQD in lbs, D in ft)
NEWQD <= 300,000 lbs: D=1 A ^("NEWQD ")^(1//3) EQN V3.E3.T5-37
300,000 lbs < NEWQD <= 400,000 lbs: "D=(9.9683+2.0135 xx10^(-5**) NEWQD )
**NEWQD^(1//3)" EQN V3.E3.T5-38
NEWQD > 400,000 lbs: D=18^(**)NEWQD^(1//3) EQN V3.E3.T5-39
D <= 1071ft : NEWQD = D3/4,096 EQN V3.E3.T5-40
1,071ft < D <= 1,328ft: NEWQD =-118,180+390.35**D EQN V3.E3.T5-41
D > 1,328ft : NEWQD =D^(3)//5,832 EQN V3.E3.T5-42
Metric EQNs (NEWQD in kg, D in m )
NEWQD <= 136,077kg : D=6.35**NEWOD^(1//3) EON V3.E3.T5-43
136,077 kg < NEWQD <= 181,436kg : "D=(3.9544+1.76097 xx10^(-5**)NEWQD)
**NEWQD^(1//3)" EQN V3.E3.T5-44
NEWQD > 181,436 kg: D=7.14**NEWQD^(1//3) EQN V3.E3.T5-45
D <= 326.6m : NEWQD =D^(3)//255.709 EQN V3.E3.T5-46
122.6m < D <= 202.8m : NEWQD =-53,605+580.89**D EQN V3.E3.T5-47
D> 404.7 m : NEWQD =D^(3)//364.086 EQN V3.E3.T5-48| c | English EQNs (NEWQD in lbs, D in ft ) | | |
| :---: | :---: | :---: | :---: |
| | NEWQD $\leq 300,000$ lbs: | $\mathrm{D}=6 *$ NEWQD ${ }^{1 / 3}$ | EQN V3.E3.T5-21 |
| | 300,000 lbs < NEWQD $\leq$ - $400,000 \mathrm{lbs}$ : | $\begin{aligned} \mathrm{D}= & \left(-3.059+3.0228 \times 10^{-5 *} \text { NEWQD }\right) \\ & * \mathrm{NEWQD}^{1 / 3} \end{aligned}$ | EQN V3.E3.T5-22 |
| | NEWQD > 400,000 lbs: | $\mathrm{D}=9 * \mathrm{NEWQD}^{1 / 3}$ | EQN V3.E3.T5-23 |
| | $\mathrm{D} \leq$ _ 402 ft : | NEWQD $=\mathrm{D}^{3} / 216$ | EQN V3.E3.T5-24 |
| | $402 \mathrm{ft}<\mathrm{D} \leq$ _ 665 ft : | NEWQD $=148,160+379.7 *$ D | EQN V3.E3.T5-25 |
| | $\mathrm{D}>665 \mathrm{ft}$ : | NEWQD $=\mathrm{D}^{3} / 729$ | EQN V3.E3.T5-26 |
| | Metric EQNs (NEWQD in kg, D in m ) | | |
| | NEWQD $\leq 136,077 \mathrm{~kg}$ : | $D=2.38^{*} N E W O D^{1 / 3}$ | EON V3.E3.T5-27 |
| | 136,077 kg < NEWQD $\leq 181,436 \mathrm{~kg}$ : | $\begin{aligned} D= & \left(-1.2135+2.6437 \times 10^{-5} * N E W Q D\right) \\ & * N E W Q D^{1 / 3} \end{aligned}$ | EQN V3.E3.T5-28 |
| | NEWQD > 181,436 kg: | $D=3.57 * N E W Q D^{1 / 3}$ | EQN V3.E3.T5-29 |
| | $D \leq 122.6 \mathrm{~m}$ : | NEWQD $=D^{3} / 13.485$ | EQN V3.E3.T5-30 |
| | $122.6 \mathrm{~m}<\mathrm{D} \leq 202.8 \mathrm{~m}$ : | NEWQD $=67,206+565.05 * D$ | EQN V3.E3.T5-31 |
| | D>202.8 m: | $N E W Q D=D^{3} / 45.511$ | EQN V3.E3.T5-32 |
| d | English EQNs (NEWQD in lbs, D in ft) | | |
| | NEWQD $\leq$ 500,000 lbs: | $\mathrm{D}=18^{*} \mathrm{NEWQD}^{1 / 3}$ | EQN V3.E3.T5-33 |
| | $\mathrm{D} \leq 1,429 \mathrm{ft}$ : | NEWQD $=\mathrm{D}^{3} / 5,832$ | EQN V3.E3.T5-34 |
| | Metric EQNs (NEWQD in kg, D in m ) | | |
| | NEWQD $\leq 226,795 \mathrm{~kg}$ : | $D=7.14 * N E W Q D^{1 / 3}$ | EQN V3.E3.T5-35 |
| | D > 435.4 m : | NEWQD = $D^{3} / 364.086$ | EQN V3.E3.T5-36 |
| e | English EQNs (NEWQD in lbs, D in ft) | | |
| | NEWQD $\leq 300,000$ lbs: | $\mathrm{D}=1$ A $^{\text {NEWQD }}{ }^{1 / 3}$ | EQN V3.E3.T5-37 |
| | 300,000 lbs < NEWQD $\leq$ 400,000 lbs: | $\begin{aligned} \mathrm{D}= & \left(9.9683+2.0135 \times 10^{-5 *} \text { NEWQD }\right) \\ & * \mathrm{NEWQD}^{1 / 3} \end{aligned}$ | EQN V3.E3.T5-38 |
| | NEWQD > 400,000 lbs: | $\mathrm{D}=18^{*} \mathrm{NEWQD}^{1 / 3}$ | EQN V3.E3.T5-39 |
| | $\mathrm{D} \leq 1071 \mathrm{ft}$ : | NEWQD = D3/4,096 | EQN V3.E3.T5-40 |
| | $1,071 \mathrm{ft}<\mathrm{D} \leq 1,328 \mathrm{ft}:$ | NEWQD $=-118,180+390.35 * D$ | EQN V3.E3.T5-41 |
| | $\mathrm{D}>1,328 \mathrm{ft}$ : | NEWQD $=\mathrm{D}^{3} / 5,832$ | EQN V3.E3.T5-42 |
| | Metric EQNs (NEWQD in kg, D in m ) | | |
| | NEWQD $\leq 136,077 \mathrm{~kg}$ : | $D=6.35 * N E W O D^{1 / 3}$ | EON V3.E3.T5-43 |
| | 136,077 kg < NEWQD $\leq 181,436 \mathrm{~kg}$ : | $\begin{aligned} D= & \left(3.9544+1.76097 \times 10^{-5 *} N E W Q D\right) \\ & * N E W Q D^{1 / 3} \end{aligned}$ | EQN V3.E3.T5-44 |
| | NEWQD > 181,436 kg: | $D=7.14 * N E W Q D^{1 / 3}$ | EQN V3.E3.T5-45 |
| | $D \leq 326.6 \mathrm{~m}$ : | NEWQD $=D^{3} / 255.709$ | EQN V3.E3.T5-46 |
| | $122.6 \mathrm{~m}<\mathrm{D} \leq 202.8 \mathrm{~m}$ : | NEWQD $=-53,605+580.89 * D$ | EQN V3.E3.T5-47 |
| | D> 404.7 m : | NEWQD $=D^{3} / 364.086$ | EQN V3.E3.T5-48 |
Table V3.E3.T5. HD 1.1 ILD from ECM, Continued 表 V3.E3.T5.HD 1.1 来自 ECM 的 ILD，续
f
English EQNs (NEWQD in lbs, D in ft ) 英文 EQNs（NEWQD 单位为磅，D 单位为英尺）
{:[D=(4.5704+1.7420 xx10^(-6**)NEWQD:}],[+4.0389 xx10^(-11**NEWQD^(2))^(**)NEWQD^(1//3))]:}\begin{aligned} D= & \left(4.5704+1.7420 \times 10^{-6 *} N E W Q D\right. \\ & +4.0389 \times 10^{\left.-11 * N E W Q D^{2}\right)^{*} N E W Q D^{1 / 3}} \end{aligned}
{:[D=(0.7692+3.5182 xx10-5**NEWQD)],[**NEWQD^(1//3)]:}\begin{aligned} D= & (0.7692+3.5182 \times 10-5 * N E W Q D) \\ & * N E W Q D^{1 / 3} \end{aligned}
EQN V3.E3.T5-59
NEWQD > 181,436 kg: NEWQD > 181,436 公斤：
D=7.14**NEWQD^(1//3)D=7.14 * N E W Q D^{1 / 3}
EQN V3.E3.T5-60
D <= 169.8mD \leq 169.8 \mathrm{~m} :
NEWQD =D^(3)//107.877=D^{3} / 107.877
EQN V3.E3.T5-61
169.8m < D <= 285.7m169.8 \mathrm{~m}<\mathrm{D} \leq 285.7 \mathrm{~m} :
Descriptions of ECMs are in section V2.E5.5.; ECMs are categorized as 7-Bar, 3-Bar, or Undefined, which refers to the
structural strength of the headwall and door(s).
Descriptions of ECMs are in section V2.E5.5.; ECMs are categorized as 7-Bar, 3-Bar, or Undefined, which refers to the
structural strength of the headwall and door(s).| Descriptions of ECMs are in section V2.E5.5.; ECMs are categorized as 7-Bar, 3-Bar, or Undefined, which refers to the |
| :--- |
| structural strength of the headwall and door(s). |
AGMs are all types of above grade (non-earth-covered) magazines or storage pads. See paragraphs V3.E3.1.1.1.1.8. and
V3.E3.1.1.2.1.9. for separation of service magazines from operating buildings.
AGMs are all types of above grade (non-earth-covered) magazines or storage pads. See paragraphs V3.E3.1.1.1.1.8. and
V3.E3.1.1.2.1.9. for separation of service magazines from operating buildings.| AGMs are all types of above grade (non-earth-covered) magazines or storage pads. See paragraphs V3.E3.1.1.1.1.8. and |
| :--- |
| V3.E3.1.1.2.1.9. for separation of service magazines from operating buildings. |
A description of an HPM can be found at section V2.E5.7. Additional information is provided in paragraph V3.E3.1.3. The
MCE in an HPM is limited to a maximum of 60,000 lbs [27,216 kg].
A description of an HPM can be found at section V2.E5.7. Additional information is provided in paragraph V3.E3.1.3. The
MCE in an HPM is limited to a maximum of 60,000 lbs [27,216 kg].| A description of an HPM can be found at section V2.E5.7. Additional information is provided in paragraph V3.E3.1.3. The |
| :--- |
| MCE in an HPM is limited to a maximum of 60,000 lbs [27,216 kg]. |
d
HPM 的储存区四面都有路障，并有钢筋混凝土盖保护。因此，在 ES 时，所有方向都被视为侧面。就选址而言，HPM 没有后部区域。见本附录图 V3.E3.F2，HPM 的正面和侧面示意图。
The storage areas in the HPM are barricaded on all sides and protected by a reinforced concrete cover. All directions are,
therefore, considered to be side orientations when it is the ES. For siting purposes, an HPM has no rear sector. See Figure
V3.E3.F2. in the appendix to this enclosure for an illustration of the front and side sectors of an HPM.
The storage areas in the HPM are barricaded on all sides and protected by a reinforced concrete cover. All directions are,
therefore, considered to be side orientations when it is the ES. For siting purposes, an HPM has no rear sector. See Figure
V3.E3.F2. in the appendix to this enclosure for an illustration of the front and side sectors of an HPM.| The storage areas in the HPM are barricaded on all sides and protected by a reinforced concrete cover. All directions are, |
| :--- |
| therefore, considered to be side orientations when it is the ES. For siting purposes, an HPM has no rear sector. See Figure |
| V3.E3.F2. in the appendix to this enclosure for an illustration of the front and side sectors of an HPM. |
e
当 HPM 为 PES 时，无障碍前沿（装载区入口）是一个因素，因为 MCE 包括装载区的 AE。据此确定了危险系数。
The unbarricaded front (entrance to loading area) is a factor when the HPM is the PES because the MCE includes AE in the
loading area. The hazard factors have been determined accordingly.
The unbarricaded front (entrance to loading area) is a factor when the HPM is the PES because the MCE includes AE in the
loading area. The hazard factors have been determined accordingly.| The unbarricaded front (entrance to loading area) is a factor when the HPM is the PES because the MCE includes AE in the |
| :--- |
| loading area. The hazard factors have been determined accordingly. |
f
这些路障可减轻碎片和超压危险。第 V2.E5.4 节确定了对路障设计、建造和位置的要求。
Those barricades serve to mitigate both fragments and overpressure hazards. Section V2.E5.4. identifies requirements for
their design, construction and location.
Those barricades serve to mitigate both fragments and overpressure hazards. Section V2.E5.4. identifies requirements for
their design, construction and location.| Those barricades serve to mitigate both fragments and overpressure hazards. Section V2.E5.4. identifies requirements for |
| :--- |
| their design, construction and location. |
g
Use this K-factor for NEWQD in PESs up to 250,000 lbs [113,398 kg]. 使用此 K 系数对最大重量为 250,000 磅[113,398 千克]的 PES 中的 NEWQD 进行计算。
h
Use this K-factor for NEWQD in PESs greater than 250,000 lbs [113,398 kg]. 对于重于 250,000 磅[113,398 千克]的 PES，使用此 K 系数来测量 NEWQD。
i
Modules and cells are defined in section V2.E5.6. 模块和单元的定义见第 V2.E5.6 节。
"S= side; R= rear; F= front; B= barricaded; U= unbarricaded; FU= front unbarricaded; FB = front barricaded;
AGM = aboveground magazine"
a "Descriptions of ECMs are in section V2.E5.5.; ECMs are categorized as 7-Bar, 3-Bar, or Undefined, which refers to the
structural strength of the headwall and door(s)."
b "AGMs are all types of above grade (non-earth-covered) magazines or storage pads. See paragraphs V3.E3.1.1.1.1.8. and
V3.E3.1.1.2.1.9. for separation of service magazines from operating buildings."
c "A description of an HPM can be found at section V2.E5.7. Additional information is provided in paragraph V3.E3.1.3. The
MCE in an HPM is limited to a maximum of 60,000 lbs [27,216 kg]."
d "The storage areas in the HPM are barricaded on all sides and protected by a reinforced concrete cover. All directions are,
therefore, considered to be side orientations when it is the ES. For siting purposes, an HPM has no rear sector. See Figure
V3.E3.F2. in the appendix to this enclosure for an illustration of the front and side sectors of an HPM."
e "The unbarricaded front (entrance to loading area) is a factor when the HPM is the PES because the MCE includes AE in the
loading area. The hazard factors have been determined accordingly."
f "Those barricades serve to mitigate both fragments and overpressure hazards. Section V2.E5.4. identifies requirements for
their design, construction and location."
g Use this K-factor for NEWQD in PESs up to 250,000 lbs [113,398 kg].
h Use this K-factor for NEWQD in PESs greater than 250,000 lbs [113,398 kg].
i Modules and cells are defined in section V2.E5.6.| $\mathrm{S}=$ side; $\mathrm{R}=$ rear; $\mathrm{F}=$ front; $\mathrm{B}=$ barricaded; $\mathrm{U}=$ unbarricaded; $\mathrm{FU}=$ front unbarricaded; FB = front barricaded; <br> AGM = aboveground magazine | |
| :---: | :--- |
| a | Descriptions of ECMs are in section V2.E5.5.; ECMs are categorized as 7-Bar, 3-Bar, or Undefined, which refers to the <br> structural strength of the headwall and door(s). |
| b | AGMs are all types of above grade (non-earth-covered) magazines or storage pads. See paragraphs V3.E3.1.1.1.1.8. and <br> V3.E3.1.1.2.1.9. for separation of service magazines from operating buildings. |
| c | A description of an HPM can be found at section V2.E5.7. Additional information is provided in paragraph V3.E3.1.3. The <br> MCE in an HPM is limited to a maximum of 60,000 lbs [27,216 kg]. |
| d | The storage areas in the HPM are barricaded on all sides and protected by a reinforced concrete cover. All directions are, <br> therefore, considered to be side orientations when it is the ES. For siting purposes, an HPM has no rear sector. See Figure <br> V3.E3.F2. in the appendix to this enclosure for an illustration of the front and side sectors of an HPM. |
| e | The unbarricaded front (entrance to loading area) is a factor when the HPM is the PES because the MCE includes AE in the <br> loading area. The hazard factors have been determined accordingly. |
| f | Those barricades serve to mitigate both fragments and overpressure hazards. Section V2.E5.4. identifies requirements for <br> their design, construction and location. |
| g | Use this K-factor for NEWQD in PESs up to 250,000 lbs [113,398 kg]. |
| h | Use this K-factor for NEWQD in PESs greater than 250,000 lbs [113,398 kg]. |
| i | Modules and cells are defined in section V2.E5.6. |
Table V3.E3.T7. QD for HD 1.1 AE for K=1.1,1.25,2,2.75,4.5\mathrm{K}=1.1,1.25,2,2.75,4.5, and 5 表 V3.E3.T7. K=1.1,1.25,2,2.75,4.5\mathrm{K}=1.1,1.25,2,2.75,4.5 的 HD 1.1 AE 的 QD 和 5
Table V3.E3.T8. QD for HD 1.1 AE for K=6,8,9,11,18\mathrm{K}=6,8,9,11,18, and 40, Continued 表 V3.E3.T8. K=6,8,9,11,18\mathrm{K}=6,8,9,11,18 和 40 的 HD 1.1 AE 的 QD，续
V3.E3.1.5.4. Application of Barricaded ILD and Barricaded IMD From an ECM. Figure V3.E3.F8. in the appendix to this enclosure illustrates the IMD relationships that can exist between an ECM and AGM, and the ILD relationships that can exist between an ECM and facilities permitted to be at ILD or barricaded ILD from an ECM, when each contain HD 1.1 AE. Permissible exposures at ILD are listed in paragraphs V3.E3.1.1.1. (barricaded ILD) and V3.E3.1.1.2. (unbarricaded ILD). Siting criteria for AGM are provided in Table V3.E3.T6. These criteria apply to the use of barricaded IMD for AGM and for use of barricaded ILD: V3.E3.1.5.4.来自 ECM 的限制 ILD 和限制 IMD 的应用。本附录附录中的图 V3.E3.F8.说明了 ECM 和 AGM 之间可能存在的 IMD 关系，以及 ECM 和允许处于 ILD 或来自 ECM 的阻挡 ILD 的设施之间可能存在的 ILD 关系，当每个设施都包含 HD 1.1 AE 时。允许的 ILD 暴露列于第 V3.E3.1.1.1 段。(有防护栏的ILD)和V3.E3.1.1.2.(无障碍 ILD）。AGM 的选址标准见表 V3.E3.T6。这些标准适用于为 AGM 使用有路障的 IMD 和使用有路障的 ILD：
V3.E3.1.5.4.1. Front Sector of an ECM. Use of barricaded ILD or barricaded IMD, as applicable, between an ECM and a facility located within the ECM’s front sector requires that a properly constructed, intervening barricade be located between the ES and the PES. This barricade must meet the construction and location criteria of section V2.E5.4. If it does not meet these criteria, then unbarricaded IMD or unbarricaded ILD, as applicable, will be used for siting purposes. V3.E3.1.5.4.1.ECM 前端。在 ECM 和位于 ECM 前端区域内的设施之间使用有路障的 ILD 或有路障的 IMD（如适用），要求在 ES 和 PES 之间设置适当构造的中间路障。该路障必须符合第 V2.E5.4 节的构造和位置标准。如果不符合这些标准，则将使用无障碍 IMD 或无障碍 ILD（如适用）进行选址。
V3.E3.1.5.4.2. Side and Rear Sectors of an ECM. If an ECM’s earth cover meets all construction criteria of section V2.E5.4. it will qualify as a barricade, and use of barricaded ILD or barricaded IMD, as applicable, from the sides or rear of the ECM is permissible. Failure of the ECM’s earth cover to meet these criteria requires use of unbarricaded IMD or unbarricaded ILD, as applicable, for siting purposes. V3.E3.1.5.4.2.ECM 的侧面和后部。如果 ECM 的覆土符合第 V2.E5.4 节的所有构造标准，则可作为路障，允许从 ECM 的侧面或后部使用路障 ILD 或路障 IMD（如适用）。如果 ECM 的覆土不符合这些标准，则必须使用无路障的 IMD 或无路障的 ILD（视情况而定）进行选址。
V3.E3.1.5.5. Application of Barricaded ILD and Barricaded IMD From an HPM. Permissible exposures at ILD are listed in paragraphs V3.E3.1.1.1. (barricaded ILD) and V3.E3.1.1.2. (unbarricaded ILD). Siting criteria for HPM containing HD 1.1 are provided in Table V3.E3.T6. The following applies to an HPM: V3.E3.1.5.5.应用HPM的ILD障壁和IMD障壁。ILD的允许暴露量列于第V3.E3.1.1.1.(有防护栏的ILD)和V3.E3.1.1.2.(无障碍 ILD）。表V3.E3.T6提供了包含HD 1.1的HPM的选址标准。以下内容适用于HPM：
V3.E3.1.5.5.1. Front Sector of an HPM. Use of barricaded ILD or barricaded IMD, as applicable, between an HPM and a facility located within the HPM’s front sector requires that a properly constructed, intervening barricade be located between the ES and the PES. This barricade must meet the construction and location criteria of section V2.E5.4. If it does not meet these criteria, then unbarricaded IMD or ILD, as applicable, will be used for siting purposes. V3.E3.1.5.5.1.高危装卸区的前区。在高频开关和位于高频开关前扇区内的设施之间使用有路障的 ILD 或有路障的 IMD（如适用），要求在 ES 和 PES 之间设置适当建造的中间路障。该路障必须符合第 V2.E5.4 节的构造和位置标准。如果不符合这些标准，则将使用无路障的 IMD 或 ILD（如适用）进行选址。
V3.E3.1.5.5.2. Side Sector of an HPM. If the earth berm surrounding an HPM meets all construction criteria shown on the DDESB-approved construction drawing, it will qualify as a barricade and use of barricaded ILD or barricaded IMD, as applicable, from the HPM’s sides is permissible. Failure to meet these criteria requires use of unbarricaded IMD or unbarricaded ILD, as applicable, for siting purposes. V3.E3.1.5.5.2.HPM 侧面。如果 HPM 周围的土堤符合经 DDESB 批准的施工图纸上显示的所有施工标准，则可作为路障，允许在 HPM 侧面使用路障式 ILD 或路障式 IMD（如适用）。如果不符合这些标准，则需要使用无路障的 IMD 或无路障的 ILD（如适用），以进行选址。
V3.E3.1.5.6. HD 1.2, HD 1.3 and HD 1.4 AE Storage in Existing ECMs. These IMD standards apply only to storage of HD 1.1 AE. Existing ECM, regardless of orientation, that meet the construction and barricading requirements of Enclosure 5 of Volume 2 and are sited one from another for a minimum of 100 lbs [ 45.4 kg ] NEWQD of HD 1.1 may be used to their physical storage capacity for HD 1.2, HD 1.3, and HD 1.4 AE, provided distances to other exposures comply with applicable QD requirements. V3.E3.1.5.6.现有 ECM 中的 HD 1.2、HD 1.3 和 HD 1.4 AE 存储。这些 IMD 标准仅适用于 HD 1.1 AE 的存储。现有的 ECM，无论朝向如何，只要符合第 2 卷 "围栏 5 "的构造和路障要求，且彼此相邻，至少可容纳 100 磅 [ 45.4 千克 ] HD 1.1 的新质量分数，则可用于 HD 1.2、HD 1.3 和 HD 1.4 AE 的物理存储容量，但与其他暴露区的距离必须符合适用的质量分数要求。
V3.E3.2. HD 1.2 V3.E3.2.HD 1.2
V3.E3.2.1. HD 1.2 are items configured for storage and transportation that do not mass detonate when a single item or package in a stack is initiated. Explosions involving the items result in their burning and exploding progressively with no more than a few at a time reacting. These reactions will project fragments, firebrands, and unexploded items from the explosion site. Blast effects are limited to the immediate vicinity and are not the primary hazard. V3.E3.2.1。V3.E3.2.1.HD1.2是为储存和运输而配置的物品，当堆放的单个物品或包件起爆时不会发生大规模爆炸。涉及这些物品的爆炸会导致它们逐步燃烧和爆炸，每次反应的数量不会超过几个。这些反应会将碎片、火带和未爆炸物品从爆炸现场抛出。爆炸影响仅限于附近地区，并非主要危险。
V3.E3.2.2. Small quantities of HD 1.2.1 ( <= 450lbs\leq 450 \mathrm{lbs} [204 kg] NEWQD), in certain packaging configurations, will react in a manner more typical of an HD 1.1 event. When located in structures that stop primary fragments but which generate a secondary debris hazard (e.g., certain ECMs and hardened structures), the structural damage and debris hazards produced from these events are more characteristic of an HD 1.1 explosion, rather than the progressive nature of an HD 1.2.1 event. When the NEWQD and the MCE of the packaged HD 1.2.1 items fall within the ranges specified in the equation NEWQD <=\leq MCE <= 450lbs[204kg]\leq 450 \mathrm{lbs}[204 \mathrm{~kg}], the HD 1.2 .1 will be treated as HD 1.1 and the criteria in paragraph V3.E3.1.2.1.1.1. will be used. If they fall outside the ranges of the equation, then the criteria in Table V3.E3.T9. will apply. V3.E3.2.2.少量的 HD 1.2.1（ <= 450lbs\leq 450 \mathrm{lbs} [204 千克] NEWQD），在某些包装配置下，将以更典型的 HD 1.1 事件的方式发生反应。当位于可阻止初级碎片但会产生次级碎片危险的结构中时（如某些 ECM 和加固结构），这些事件产生的结构损坏和碎片危险更具有 HD 1.1 爆炸的特征，而不是 HD 1.2.1 事件的渐进性质。当包装的 HD 1.2.1 项目的 NEWQD 和 MCE 在等式 NEWQD <=\leq MCE <= 450lbs[204kg]\leq 450 \mathrm{lbs}[204 \mathrm{~kg}] 中规定的范围内时，HD 1.2.1 将作为 HD 1.1 处理，并使用第 V3.E3.1.2.1.1 段中的标准。如果它们超出等式的范围，则适用表 V3.E3.T9 中的标准。
V3.E3.2.3.1. HD 1.2.1: NEWQD > 1.60lbs[0.73kg]1.60 \mathrm{lbs}[0.73 \mathrm{~kg}]. V3.E3.2.3.1.HD 1.2.1：NEWQD > 1.60lbs[0.73kg]1.60 \mathrm{lbs}[0.73 \mathrm{~kg}] 。
V3.E3.2.3.2. HD 1.2.2: NEWQD <= 1.60lbs[0.73kg]\leq 1.60 \mathrm{lbs}[0.73 \mathrm{~kg}]. V3.E3.2.3.2.HD 1.2.2：NEWQD <= 1.60lbs[0.73kg]\leq 1.60 \mathrm{lbs}[0.73 \mathrm{~kg}] 。
V3.E3.2.4. The MCE for HD 1.2.1 is the NEWQD of an item times the number of items in three unpalletized, outer shipping packages, unless a different MCE is demonstrated by testing or analogy. The authorized MCE for a specific HD 1.2.1 item is listed in the JHCS. V3.E3.2.4。除非通过测试或类比证明有不同的MCE，否则HD1.2.1的MCE是物品的NEWQD乘以三个未装托盘的外部运输包装中的物品数量。具体的HD 1.2.1物品的授权MCE列于JHCS中。
V3.E3.2.5. The QD specified for HD 1.2 AE achieves the desired degree of protection against immediate hazards from an incident. Events involving HD 1.2 items lob large amounts of unexploded rounds, components, and subassemblies, which will remain hazardous after impact. Such items are likely to be more hazardous than in their original state because of possible damage to fuze safety devices or other features by heat and impact. Many types of AE containing sub-munitions, such as cluster bombs, can be expected to be projected out to distances as great as the relevant IBDs. Furthermore, it is impractical to specify QDs, which allow for the maximum possible flight ranges of propulsive items. V3.E3.2.5.为HD 1.2 AE规定的合格证达到了防止事故直接危害的理想保护程度。涉及 HD 1.2 物项的事件会造成大量未爆炸的子弹、部件和组件，在撞击后仍有危险。由于引信安全装置或其他功能可能会受到热量和撞击的损坏，这些物品的危险性可能比原始状态更大。许多类型的含有子弹药的预期爆炸性弹药，如集束炸弹，可能会被投射到与相关IBD同样远的距离。此外，规定允许推进装置最大飞行距离的定量限值是不切实际的。
V3.E3.2.6. Table V3.E3.T9. provides a summary matrix of all the appropriate IBD, PTRD, and ILD separations for HD 1.2.1 and HD 1.2.2 AE for the various combinations of ESs and PESs. When HD 1.2.1 items are stored in structures that may contribute to the debris hazard, the IBD is determined by using the larger of these two distances: either that given in Table V3.E3.T10. for the appropriate explosive weight (number of items times NEWQD per item) or that given in Table V3.E3.T11. for the appropriate MCE. The HDD specified in Table V3.E3.T11. equates to IBD. 表 V3.E3.2.6.表V3.E3.T9.提供了HD1.2.1和HD1.2.2 AE的所有适当IBD、PTRD和ILD分隔的汇总表，适用于不同的ES和PES组合。当HD1.2.1物品存放在可能造成碎片危险的结构中时，IBD通过使用这两个距离中较大的一个来确定：表V3.E3.T10.中为适当的爆炸重量（物品数量乘以每个物品的NEWQD）给出的距离，或表V3.E3.T11.中为适当的MCE给出的距离。表V3.E3.T11 中规定的HDD 等于IBD。
V3.E3.2.7. IMD depend on the types of structures acting as both the PES and the ES. V3.E3.2.7。IMD 取决于同时作为 PES 和 ES 的结构类型。
V3.E3.2.8. PTRD provided in Tables V3.E3.T9. through V3.E3.T12. consider the transient nature of the exposure in the same manner as for HD 1.1. PTRD is computed as 60 percent of the IBD for items in this HD, with minimum distances specified in Table V3.E3.T9. V3.E3.2.8.表V3.E3.T9.至V3.E3.T12.提供的PTRD以与HD 1.1相同的方式考虑了暴露的瞬时性。PTRD按该HD项目IBD的60%计算，最小距离在表V3.E3.T9.中规定。
Table V3.E3.T9. Summary of HD 1.2.1, 1.2.2, and 1.2.3 QD ^(a,b,c){ }^{\mathrm{a}, \mathrm{b}, \mathrm{c}} 表 V3.E3.T9.高清 1.2.1、1.2.2 和 1.2.3 QD ^(a,b,c){ }^{\mathrm{a}, \mathrm{b}, \mathrm{c}} 摘要
For PES-ES combinations where three distances are given: the first refers to a PES containing HD 1.2.1 AE with an MCE < 100lbs[45.4kg]100 \mathrm{lbs}[45.4 \mathrm{~kg}]; the second to a PES containing HD 1.2.1 AE with an MCE >= 100lbs\geq 100 \mathrm{lbs} [45.4 kg]\mathrm{kg}]; and the third refers to a PES containing HD 1.2.2 AE. Where three IMD are given, the IMD from a PES containing only HD 1.2.3 AE to an ES containing other than HD 1.2.3 is K11[K_(m)4.36:}\mathrm{K} 11\left[\mathrm{~K}_{\mathrm{m}} 4.36\right. ] based on the largest MCE of the HD 1.2.3 AE in the PES. 对于给出三个距离的 PES-ES 组合：第一个是指包含 HD 1.2.1 AE 的 PES，其 MCE < 100lbs[45.4kg]100 \mathrm{lbs}[45.4 \mathrm{~kg}] ；第二个是指包含 HD 1.2.1 AE 的 PES，其 MCE >= 100lbs\geq 100 \mathrm{lbs} [45.4 kg]\mathrm{kg}] ；第三个是指包含 HD 1.2.2 AE 的 PES。在给出三个 IMD 的情况下，根据 PES 中 HD 1.2.3 AE 的最大 MCE，从仅包含 HD 1.2.3 AE 的 PES 到包含 HD 1.2.3 以外的 ES 的 IMD 为 K11[K_(m)4.36:}\mathrm{K} 11\left[\mathrm{~K}_{\mathrm{m}} 4.36\right. ]。
b
For an ES containing only HD 1.2.3 items, the IMD from any PES to such an ES is 0 (Footnote d). 对于仅包含 HD 1.2.3 项目的 ES，从任何 PES 到此类 ES 的 IMD 均为 0（脚注 d）。
c
When the NEWQD and the MCE of the packaged HD 1.2.1 items fall within the ranges specified in the equation NEWQD <=\leq MCE <= _ 450lbs\leq \_450 \mathrm{lbs} [ 204 kg ], the HD 1.2 .1 will be treated as HD 1.1 and the criteria of paragraph V3.E3.1.2.1.1.1., as applicable, will be used (see paragraph V3.E3.2.2.). 当包装的HD 1.2.1物品的NEWQD和MCE在等式NEWQD <=\leq MCE <= _ 450lbs\leq \_450 \mathrm{lbs} [ 204 kg ] 规定的范围内时，HD 1.2.1将作为HD 1.1处理，并酌情使用第V3.E3.1.2.1.1.1段的标准（见第V3.E3.2.2.段）。
d
Practical considerations such as firefighting and security will dictate specific separation distances as specified by the DoD Component. 出于消防和安全等实际考虑，国防部各部门将规定具体的隔离距离。
e
See paragraph V3.E3.2.13. for HD 1.2.3. HD 1.2.3 见第 V3.E3.2.13 段。
f
ILD =36=36 percent of IBD with a minimum distance equal to the IMD given in this table for the applicable PESES combination. ILD =36=36 IBD的百分比，其最小距离等于本表中给出的适用PESES组合的IMD。
g
PTRD =60=60 percent of IBD with a minimum distance equal to the IMD given in this table for AGS (L). PTRD =60=60 最小距离等于本表中为 AGS (L) 给出的 IMD 的 IBD 百分比。
h
For HD 1.2.1 items in any structure, truck, trailer, or railcar, use the larger of the two applicable values given in Tables V3.E3.T10. and V3.E3.T11.; for HD 1.2.1 items in the open, use Table V3.E3.T10.; for HD 1.2.2 items, use Table V3.E3.T12. 表 V3.E3.T10 和表 V3.E3.T11 中给出的两个适用值中的较大值； 露天的 HD 1.2.1 物项，使用表 V3.E3.T10； HD 1.2.2 物项，使用表 V3.E3.T12。
To ES From PES
ECM AGS
S or R F (H) (H/R) (L)
" ECM
(7 Bar/
3Bar)(IMD)" S 0^("d ") 0^("d ") 0^("d ") 0^("d ") 0^("d ")
R 0^("d ") 0^("d ") 0^("d ") 0^("d ") 0^("d ")
FU 0^("d ") 0^("d ") 0^("d ") 0^("d ") 0^("d ")
FB 0^("d ") 0^("d ") 0^("d ") 0^("d ") 0^("d ")
"ECM
(Undefined)
(IMD)" S 0^("d ") 0^("d ") 0^("d ") 0^("d ") 0^("d ")
R 0^("d ") 0^("d ") 0^("d ") 0^("d ") 0^("d ")
FU 0^("d ") 200/300/100 ft 200/300/100 ft 200/300/100 ft 200/300/100 ft
61.0/91.4/30.5 m 61.0/91.4/30.5 m 61.0/91.4/30.5 m 61.0/91.4/30.5 m
FB 0^(d) 0^(d) 0^(d) 0^(d) 0^(d)
U or B 0^(d) 0^(d) 0^("d ") 0^(d) 0^(d)
U or B 0^(d) 200/300/100 ft "200/300/100 ft
61.0/91.4/30.5 m" "200/300/100 ft
61.0/91.4/30.5 m" "200/300/100 ft
61.0/91.4/30.5 m"
0^("d ") Footnote f Footnote f Footnote f Footnote f
PTRD ^("e ") "200//300//100ft
61.0//91.4//30.5m" Footnote g Footnote g Footnote g Footnote g
IBD^(e) 61.0/91.4/30.5 m Footnote h Footnote h Footnote h Footnote h
AGS (L) = aboveground structure or site, light
a For PES-ES combinations where three distances are given: the first refers to a PES containing HD 1.2.1 AE with an MCE < 100lbs[45.4kg]; the second to a PES containing HD 1.2.1 AE with an MCE >= 100lbs [45.4 kg]; and the third refers to a PES containing HD 1.2.2 AE. Where three IMD are given, the IMD from a PES containing only HD 1.2.3 AE to an ES containing other than HD 1.2.3 is K11[K_(m)4.36:} ] based on the largest MCE of the HD 1.2.3 AE in the PES.
b For an ES containing only HD 1.2.3 items, the IMD from any PES to such an ES is 0 (Footnote d).
c When the NEWQD and the MCE of the packaged HD 1.2.1 items fall within the ranges specified in the equation NEWQD <= MCE <= _ 450lbs [ 204 kg ], the HD 1.2 .1 will be treated as HD 1.1 and the criteria of paragraph V3.E3.1.2.1.1.1., as applicable, will be used (see paragraph V3.E3.2.2.).
d Practical considerations such as firefighting and security will dictate specific separation distances as specified by the DoD Component.
e See paragraph V3.E3.2.13. for HD 1.2.3.
f ILD =36 percent of IBD with a minimum distance equal to the IMD given in this table for the applicable PESES combination.
g PTRD =60 percent of IBD with a minimum distance equal to the IMD given in this table for AGS (L).
h For HD 1.2.1 items in any structure, truck, trailer, or railcar, use the larger of the two applicable values given in Tables V3.E3.T10. and V3.E3.T11.; for HD 1.2.1 items in the open, use Table V3.E3.T10.; for HD 1.2.2 items, use Table V3.E3.T12. | To ES | | From PES | | | | |
| :---: | :---: | :---: | :---: | :---: | :---: | :---: |
| | | ECM | | AGS | | |
| | | S or R | F | (H) | (H/R) | (L) |
| $\begin{gathered} \text { ECM } \\ \text { (7 Bar/ } \\ 3 \mathrm{Bar})(\mathrm{IMD}) \end{gathered}$ | S | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ |
| | R | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ |
| | FU | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ |
| | FB | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ |
| ECM <br> (Undefined) <br> (IMD) | S | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ |
| | R | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ | $0^{\text {d }}$ |
| | FU | $0^{\text {d }}$ | 200/300/100 ft | 200/300/100 ft | 200/300/100 ft | 200/300/100 ft |
| | | | 61.0/91.4/30.5 m | 61.0/91.4/30.5 m | 61.0/91.4/30.5 m | 61.0/91.4/30.5 m |
| | FB | $0^{\mathrm{d}}$ | $0^{\mathrm{d}}$ | $0^{\mathrm{d}}$ | $0^{\mathrm{d}}$ | $0^{\mathrm{d}}$ |
| | U or B | $0^{\mathrm{d}}$ | $0^{\mathrm{d}}$ | $0^{\text {d }}$ | $0^{\mathrm{d}}$ | $0^{\mathrm{d}}$ |
| | U or B | $0^{\mathrm{d}}$ | 200/300/100 ft | 200/300/100 ft <br> 61.0/91.4/30.5 m | 200/300/100 ft <br> 61.0/91.4/30.5 m | 200/300/100 ft <br> 61.0/91.4/30.5 m |
| | | $0^{\text {d }}$ | Footnote f | Footnote f | Footnote f | Footnote f |
| PTRD $^{\text {e }}$ | | $\begin{gathered} \hline 200 / 300 / 100 \mathrm{ft} \\ 61.0 / 91.4 / 30.5 \mathrm{~m} \end{gathered}$ | Footnote g | Footnote g | Footnote g | Footnote g |
| $\mathrm{IBD}^{\mathrm{e}}$ | | 61.0/91.4/30.5 m | Footnote h | Footnote h | Footnote h | Footnote h |
| AGS (L) = aboveground structure or site, light | | | | | | |
| a | For PES-ES combinations where three distances are given: the first refers to a PES containing HD 1.2.1 AE with an MCE < $100 \mathrm{lbs}[45.4 \mathrm{~kg}]$; the second to a PES containing HD 1.2.1 AE with an MCE $\geq 100 \mathrm{lbs}$ [45.4 $\mathrm{kg}]$; and the third refers to a PES containing HD 1.2.2 AE. Where three IMD are given, the IMD from a PES containing only HD 1.2.3 AE to an ES containing other than HD 1.2.3 is $\mathrm{K} 11\left[\mathrm{~K}_{\mathrm{m}} 4.36\right.$ ] based on the largest MCE of the HD 1.2.3 AE in the PES. | | | | | |
| b | For an ES containing only HD 1.2.3 items, the IMD from any PES to such an ES is 0 (Footnote d). | | | | | |
| c | When the NEWQD and the MCE of the packaged HD 1.2.1 items fall within the ranges specified in the equation NEWQD $\leq$ MCE $\leq \_450 \mathrm{lbs}$ [ 204 kg ], the HD 1.2 .1 will be treated as HD 1.1 and the criteria of paragraph V3.E3.1.2.1.1.1., as applicable, will be used (see paragraph V3.E3.2.2.). | | | | | |
| d | Practical considerations such as firefighting and security will dictate specific separation distances as specified by the DoD Component. | | | | | |
| e | See paragraph V3.E3.2.13. for HD 1.2.3. | | | | | |
| f | ILD $=36$ percent of IBD with a minimum distance equal to the IMD given in this table for the applicable PESES combination. | | | | | |
| g | PTRD $=60$ percent of IBD with a minimum distance equal to the IMD given in this table for AGS (L). | | | | | |
| h | For HD 1.2.1 items in any structure, truck, trailer, or railcar, use the larger of the two applicable values given in Tables V3.E3.T10. and V3.E3.T11.; for HD 1.2.1 items in the open, use Table V3.E3.T10.; for HD 1.2.2 items, use Table V3.E3.T12. | | | | | |
V3.E3.2.9. ILD given in Tables V3.E3.T9. through V3.E3.T12. take into account the progressive nature of explosions involving these items (normally resulting from fire spread), up to the magnitude of the MCE, and the ability to evacuate personnel from endangered areas before the progression involves large numbers of items. Exposed structures may be extensively damaged by projections and delayed propagation of explosions may occur due to the ignition of combustibles by projections. ILD is computed as 36 percent of the IBD for items of this HD, V3.E3.2.9。表V3.E3.T9.至V3.E3.T12.中给出的ILD考虑了涉及这些物品的爆炸的渐进性质（通常由火势蔓延引起），直至MCE的规模，以及在涉及大量物品之前将人员撤离危险区域的能力。外露的结构可能会因抛射物而受到严重破坏，并且由于抛射物引燃可燃物，可能会导致爆炸的延迟传播。对于这种HD物品，ILD按IBD的36%计算、
with a minimum distance equal to the IMD given in Table V3.E3.T9. for the applicable PES-ES combination. 最小距离等于表 V3.E3.T9 中为适用的 PES-ES 组合给出的 IMD。
V3.E3.2.10. When storing mixed subdivisions of HD 1.2 AE (HD 1.2.1 and HD 1.2.2), consider each subdivision separately and apply the greater of the two distances. The general mixing rules for HD 1.2 AE are given in Table V3.E3.T13. V3.E3.2.10.当存储 HD 1.2 AE 的混合分区（HD 1.2.1 和 HD 1.2.2）时，应分别考虑每个分区，并应用两个距离中的较大者。HD 1.2 AE 的一般混合规则见表 V3.E3.T13。
V3.E3.2.11. For reasons of operational necessity, and in accordance with DoD Componentdefined procedures, limited quantities of HD 1.2.2 items may be stored in facilities such as hangars, arms rooms, security alert force rooms, and manufacturing or operating buildings without the need for siting as a PES. Operations involving limited quantities of HD 1.2.2 items also are permitted without the need for siting as a PES, in accordance with DoD Componentdefined procedures and for reasons of operational necessity. The DoD Component procedures should address items such as NEWQD limits, documentation requirements, approval process, and LPS requirements. V3.E3.2.11.出于行动需要，并根据国防部组件规定的程序，可在机库、武器室、安全警戒室、制造或操作大楼等设施中储存有限数量的HD 1.2.2物品，而无需作为PES选址。根据国防部组件定义的程序和出于行动需要，涉及有限数量的HD 1.2.2物品的行动也可允许，而无需选址为公共服务附加区。国防部组成部分的程序应涉及新质量标准限制、文件要求、审批程序和 LPS 要求等项目。
V3.E3.2.12. HD 1.2.3 is a special storage subdivision for HD 1.2 AE, as described in paragraph V1.E6.2.1.3.2.3. V1.E6.2.1.2.3. V3.E3.2.12.如第 V1.E6.2.1.3.2.3 段所述，HD 1.2.3 是 HD 1.2 AE 的特殊存储分区。V1.E6.2.1.2.3.
V3.E3.2.13. The IBD for HD 1.2.3 is determined using HD 1.3 QD for the NEWQD of the HD 1.2.3 item multiplied by the number of items present, but with a minimum IBD determined as follows: V3.E3.2.13.HD 1.2.3 的 IBD 采用 HD 1.3 QD 来确定 HD 1.2.3 项目的新 QD 乘以存在的项目数，但最小 IBD 按以下方式确定：
V3.E3.2.13.1. If the AE are in a structure that can interrupt primary fragments and can contribute debris, the minimum IBD is the HDD given in Table V3.E3.T11. for the MCE of the HD 1.2.3 AE in the structure. V3.E3.2.13.1.如果AE位于可中断初级碎片并可产生碎片的结构中，则最小IBD为表V3.E3.T11.中为该结构中HD 1.2.3 AE的MCE给出的HDD。
V3.E3.2.13.2. If the AE are in the open or in a light structure that will not interrupt primary fragments, the minimum IBD is the HFD based on the HD 1.1 hazardous fragment areal number density criteria applied to the MCE of the HD 1.2.3 AE. The HFD applicable to AE in the open is specified in hundreds of ft in parentheses as " (xx)HD(\mathrm{xx}) \mathrm{HD} 1.2.3." V3.E3.2.13.2。如果AE位于空旷处或轻型结构中，不会阻断初级碎片，则最小IBD为基于HD 1.1危险碎片等量密度标准的HFD，应用于HD 1.2.3 AE的MCE。适用于空旷地 AE 的 HFD 以百尺为单位在括号中注明为" (xx)HD(\mathrm{xx}) \mathrm{HD} 1.2.3"。
V3.E3.2.13.3. As an alternative to the preceding HD 1.2.3 QD criteria, when an increase in the allowable quantity or a reduction in the required distance will result, HD 1.2.3 AE may be treated as detailed in paragraphs V3.E3.2.13.3.1. and V3.E3.2.13.3.2.: V3.E3.2.13.3.作为前述 HD 1.2.3 QD 标准的替代，当允许数量增加或所需距离减少时，HD 1.2.3 AE 可按第 V3.E3.2.13.3.1 和 V3.E3.2.13.3.2 段的详细规定处理：
V3.E3.2.13.3.1. If the HD 1.2.3 AE MCE is > 1.6 lbs [ 0.73 kg]], consider the items as HD 1.2.1. Use the total NEWQD present, with the MCE of the HD 1.2.3 AE to determine the maximum QD. V3.E3.2.13.3.1。如果 HD 1.2.3 AE 的 MCE 为 > 1.6 lbs [ 0.73 kg ]] ，则将项目视为 HD 1.2.1。使用现有的新品质保证总量和 HD 1.2.3 AE 的最大可容忍误差来确定最大品质保证。
Table V3.E3.T10. HD 1.2.1 QD (IBD, PTRD, ILD) for AE with NEWQD > 1.60lbs[0.73kg]^(a,b)1.60 \mathrm{lbs}[0.73 \mathrm{~kg}]^{\mathrm{a}, \mathrm{b}} 表 V3.E3.T10.HD 1.2.1 QD (IBD, PTRD, ILD) for AE with NEWQD > 1.60lbs[0.73kg]^(a,b)1.60 \mathrm{lbs}[0.73 \mathrm{~kg}]^{\mathrm{a}, \mathrm{b}}
Table V3.E3.T10. HD 1.2.1 QD (IBD, PTRD, ILD) for AE with NEWQD > 1.60 lbs [0.73kg],^(a,b)[0.73 \mathrm{~kg}],{ }^{\mathrm{a}, \mathrm{b}} Continued 表 V3.E3.T10.HD 1.2.1 QD (IBD, PTRD, ILD) for AE with NEWQD > 1.60 lbs [0.73kg],^(a,b)[0.73 \mathrm{~kg}],{ }^{\mathrm{a}, \mathrm{b}} 续
a
The QD criteria for HD 1.2.1 items are based on the hazards from primary fragments. When stored in structures that may contribute to the debris hazard (secondary fragments), the IBD for HD 1.2.1 items whose MCE is greater than 31 lbs [14.1 kg] is determined by using the larger of two distances: those given in this table for the appropriate explosive weight or those given in Table V3.E3.T11. for the appropriate MCE. Structures that may contribute to the debris hazard for storage of HD 1.2.1 AE include: (a) all ECM frontal exposures (side and rear exposures have fixed minimum distances for IBD); (b) all AGS, including (H), (H/R), and (L), unless data or analyses are provided to show that the structural debris contribution is less. Note that ILD and PTRD are based on 36 percent and 60 percent, respectively, of the applicable IBD as determined in this footnote, with ILD minimum distances given in Table V3.E3.T9. for applicable PES-ES combinations and PTRD minimum distances given in Table V3.E3.T9. for AGS (L). HD1.2.1物品的质量限值标准是基于初级碎片的危险。当HD 1.2.1物品存放在可能造成碎片危险（二次碎片）的结构中时，其爆炸性能大于31磅[14.1千克]的IBD采用两种距离中较大的一种来确定：本表中针对相应爆炸重量给出的距离或表V3.E3.T11.中针对相应爆炸性能给出的距离。可能造成HD 1.2.1 AE 储存碎片危险的结构包括(b) 所有 AGS，包括 (H)、(H/R) 和 (L)，除非有数据或分析表明结构碎片的影响较小。请注意，ILD 和 PTRD 分别基于本脚注确定的适用 IBD 的 36% 和 60%，适用 PES-ES 组合的 ILD 最小距离见表 V3.E3.T9.，AGS (L) 的 PTRD 最小距离见表 V3.E3.T9.。
b
See Table V3.E3.T9. for a summary of IMD and minimum distances for ILD and PTRD. 有关 ILD 和 PTRD 的 IMD 和最小距离汇总，请参见表 V3.E3.T9。
c
Explosive Weight = Number of Items*NEWQD. 爆炸重量 = 物品数量*NEWQD。
Metric EQN (IBD in m, NEWQD in kg; In is natural logarithm)
18.6kg <18.6 \mathrm{~kg}< Explosive Weight IBD=-167.648+[70.345**ln(I B D=-167.648+[70.345 * \ln ( Number of EQN V3.E3.T10-2 itemsNEWQD) )] - [1.303 (ln(Number of items*NEWQD) {:)^(2)]\left.)^{2}\right], with a minimum of 61.0 m
Metric EQN (IBD in m, NEWQD in kg; In is natural logarithm)
18.6kg < Explosive Weight IBD=-167.648+[70.345**ln( Number of EQN V3.E3.T10-2 itemsNEWQD) )] - [1.303 (ln(Number of items*NEWQD) {:)^(2)], with a minimum of 61.0 m| Metric EQN (IBD in m, NEWQD in kg; In is natural logarithm) |
| :--- |
| $18.6 \mathrm{~kg}<$ Explosive Weight $I B D=-167.648+[70.345 * \ln ($ Number of EQN V3.E3.T10-2 items*NEWQD) )] - [1.303* (ln(Number of items*NEWQD) $\left.)^{2}\right]$, with a minimum of 61.0 m |
Metric EQN (IBD in m, NEWQD in kg; exp[x]\exp [x] is e^(x)e^{x} )
61.0m < IBD < 614.5m:quad{:[" Number of items "**NEWQD],[{:(600.287-0.768**IBD)^(1//2)]]:}61.0 \mathrm{~m}<\mathrm{IBD}<614.5 \mathrm{~m}: \quad \begin{gathered}\text { Number of items } * N E W Q D \\ \left.(600.287-0.768 * I B D)^{1 / 2}\right]\end{gathered} exp [27.000-quad[27.000-\quad EQN V3.E3.T10-4
Metric EQN (IBD in m, NEWQD in kg; exp[x] is e^(x) )
61.0m < IBD < 614.5m:quad{:[" Number of items "**NEWQD],[{:(600.287-0.768**IBD)^(1//2)]]:} exp [27.000-quad EQN V3.E3.T10-4| Metric EQN (IBD in m, NEWQD in kg; $\exp [x]$ is $e^{x}$ ) |
| :--- |
| $61.0 \mathrm{~m}<\mathrm{IBD}<614.5 \mathrm{~m}: \quad \begin{gathered}\text { Number of items } * N E W Q D \\ \left.(600.287-0.768 * I B D)^{1 / 2}\right]\end{gathered}$ exp $[27.000-\quad$ EQN V3.E3.T10-4 |
f
Use of equations given in Footnotes d and e to determine other IBD-weight combinations is allowed. 允许使用脚注 d 和 e 中给出的公式来确定其他 IBD-重量组合。
g
PTRD =60=60 percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for AGS (L). For other structures as either ES or PES, see Table V3.E3.T9. PTRD =60=60 IBD的百分比，最小距离等于表V3.E3.T9.中为AGS (L)给出的IMD。作为 ES 或 PES 的其他结构，请参见表 V3.E3.T9。
h
ILD =36=36 percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for the applicable PES-ES combination. For structures other than AGS (L) as either ES or PES, see Table V3.E3.T9. ILD =36=36 IBD的百分比，最小距离等于表V3.E3.T9.中给出的适用PES-ES组合的IMD。对于作为 ES 或 PES 的 AGS (L) 以外的结构，请参见表 V3.E3.T9。
a The QD criteria for HD 1.2.1 items are based on the hazards from primary fragments. When stored in structures that may contribute to the debris hazard (secondary fragments), the IBD for HD 1.2.1 items whose MCE is greater than 31 lbs [14.1 kg] is determined by using the larger of two distances: those given in this table for the appropriate explosive weight or those given in Table V3.E3.T11. for the appropriate MCE. Structures that may contribute to the debris hazard for storage of HD 1.2.1 AE include: (a) all ECM frontal exposures (side and rear exposures have fixed minimum distances for IBD); (b) all AGS, including (H), (H/R), and (L), unless data or analyses are provided to show that the structural debris contribution is less. Note that ILD and PTRD are based on 36 percent and 60 percent, respectively, of the applicable IBD as determined in this footnote, with ILD minimum distances given in Table V3.E3.T9. for applicable PES-ES combinations and PTRD minimum distances given in Table V3.E3.T9. for AGS (L).
b See Table V3.E3.T9. for a summary of IMD and minimum distances for ILD and PTRD.
c Explosive Weight = Number of Items*NEWQD.
d https://cdn.mathpix.com/cropped/2024_10_25_30dba1cac8def5ae1d29g-41.jpg?height=214&width=1535&top_left_y=994&top_left_x=309
"Metric EQN (IBD in m, NEWQD in kg; In is natural logarithm)
18.6kg < Explosive Weight IBD=-167.648+[70.345**ln( Number of EQN V3.E3.T10-2 itemsNEWQD) )] - [1.303 (ln(Number of items*NEWQD) {:)^(2)], with a minimum of 61.0 m"
e https://cdn.mathpix.com/cropped/2024_10_25_30dba1cac8def5ae1d29g-41.jpg?height=142&width=1540&top_left_y=1435&top_left_x=309
"Metric EQN (IBD in m, NEWQD in kg; exp[x] is e^(x) )
61.0m < IBD < 614.5m:quad{:[" Number of items "**NEWQD],[{:(600.287-0.768**IBD)^(1//2)]]:} exp [27.000-quad EQN V3.E3.T10-4"
f Use of equations given in Footnotes d and e to determine other IBD-weight combinations is allowed.
g PTRD =60 percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for AGS (L). For other structures as either ES or PES, see Table V3.E3.T9.
h ILD =36 percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for the applicable PES-ES combination. For structures other than AGS (L) as either ES or PES, see Table V3.E3.T9.| a | The QD criteria for HD 1.2.1 items are based on the hazards from primary fragments. When stored in structures that may contribute to the debris hazard (secondary fragments), the IBD for HD 1.2.1 items whose MCE is greater than 31 lbs [14.1 kg] is determined by using the larger of two distances: those given in this table for the appropriate explosive weight or those given in Table V3.E3.T11. for the appropriate MCE. Structures that may contribute to the debris hazard for storage of HD 1.2.1 AE include: (a) all ECM frontal exposures (side and rear exposures have fixed minimum distances for IBD); (b) all AGS, including (H), (H/R), and (L), unless data or analyses are provided to show that the structural debris contribution is less. Note that ILD and PTRD are based on 36 percent and 60 percent, respectively, of the applicable IBD as determined in this footnote, with ILD minimum distances given in Table V3.E3.T9. for applicable PES-ES combinations and PTRD minimum distances given in Table V3.E3.T9. for AGS (L). |
| :---: | :---: |
| b | See Table V3.E3.T9. for a summary of IMD and minimum distances for ILD and PTRD. |
| c | Explosive Weight = Number of Items*NEWQD. |
| d |  |
| | Metric EQN (IBD in m, NEWQD in kg; In is natural logarithm) <br> $18.6 \mathrm{~kg}<$ Explosive Weight $I B D=-167.648+[70.345 * \ln ($ Number of EQN V3.E3.T10-2 items*NEWQD) )] - [1.303* (ln(Number of items*NEWQD) $\left.)^{2}\right]$, with a minimum of 61.0 m |
| e |  |
| | Metric EQN (IBD in m, NEWQD in kg; $\exp [x]$ is $e^{x}$ ) <br> $61.0 \mathrm{~m}<\mathrm{IBD}<614.5 \mathrm{~m}: \quad \begin{gathered}\text { Number of items } * N E W Q D \\ \left.(600.287-0.768 * I B D)^{1 / 2}\right]\end{gathered}$ exp $[27.000-\quad$ EQN V3.E3.T10-4 |
| f | Use of equations given in Footnotes d and e to determine other IBD-weight combinations is allowed. |
| g | PTRD $=60$ percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for AGS (L). For other structures as either ES or PES, see Table V3.E3.T9. |
| h | ILD $=36$ percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for the applicable PES-ES combination. For structures other than AGS (L) as either ES or PES, see Table V3.E3.T9. |
Table V3.E3.T11. HDD for HD 1.2.1 AE Stored in Structures That Can Contribute to the Debris Hazard ^("a, b "){ }^{\text {a, b }} 表 V3.E3.T11.用于 HD 1.2.1 可造成碎片危险的结构中储存的 AE 的 HDD ^("a, b "){ }^{\text {a, b }} .
MCE
HDD^(c,d" e e ")\mathrm{HDD}^{\mathrm{c}, \mathrm{d} \text { e e }}
PTRD^(f)\mathrm{PTRD}^{\mathrm{f}}
ILD ^("g "){ }^{\text {g }}
(lbs) （磅）
(ft) (英尺)
(ft) (英尺)
(ft) (英尺)
[kg] [千克]
[m]
[m]
[m]
＿31
200
200
200
<= 14.1\leq 14.1
61.0
61.0
61.0
50
388
233
200
22.7
118.2
70.9
61.0
70
519
311
200
31.8
158.1
94.9
61.0
100
658
395
237
45.4
200.4
120.2
72.1
150
815
489
293
68.0
248.5
149.1
89.4
200
927
556
334
90.7
282.6
169.5
101.7
300
1,085
651
391
136.1
330.6
198.4
119.0
400
1,197
718
431
181.4
364.7
218.8
131.3
450
1,243
746
447
204.1
378.7
227.2
136.3
> 450>450
1,250
750
450
> 204.1>204.1
381.0
228.6
137.2
a quad\quad The QD criteria for HD 1.2.1 items are based on the hazards from primary fragments. When stored in structures that may contribute to the debris hazard (secondary fragments), the IBD for HD 1.2.1 items whose MCE is greater than 31 lbs [ 14.1 kg ] is determined by using the larger of two distances: those given in Table V3.E3.T10. for the appropriate explosive weight or those given in this table for the appropriate MCE. Structures that may contribute to the debris hazard for storage of HD 1.2.1 AE include: (a) all ECM frontal exposures (side and rear exposures have fixed minimum distances for IBD); (b) all AGS, including (H), (H/R), and (L), unless data or analyses are provided to show that the structural debris contribution is less. Note that ILD and PTRD are based on 36 percent and 60 percent, respectively, of the applicable IBD, as determined in this footnote with these minimum distances: ILD minimum distances as given in Table V3.E3.T9. for applicable PES-ES combinations, and PTRD minimum distances as given in Table V3.E3.T9. for AGS (L). a quad\quad HD1.2.1物品的质量限值标准基于初级碎片的危险。当HD 1.2.1物品存放在可能造成碎片危险（二次碎片）的结构中时，其MCE大于31磅[14.1千克]的IBD采用两种距离中的较大者确定：表V3.E3.T10.中给出的适当爆炸重量的距离或本表中给出的适当MCE的距离。可能造成HD 1.2.1 AE 储存碎片危险的结构包括(b) 所有 AGS，包括(H)、(H/R)和(L)，除非有数据或分析表明结构碎片的影响较小。请注意，ILD 和 PTRD 分别基于适用 IBD 的 36% 和 60%，在本脚注中根据这些最小距离确定：表 V3.E3.T9 中给出的适用 PES-ES 组合的 ILD 最小距离，以及表 V3.E3.T9 中给出的 AGS (L) 的 PTRD 最小距离。
b
See Table V3.E3.T9. for a summary of IMD and minimum distances for ILD and PTRD. 有关 ILD 和 PTRD 的 IMD 和最小距离汇总，请参见表 V3.E3.T9。
MCE HDD^(c,d" e e ") PTRD^(f) ILD ^("g ")
(lbs) (ft) (ft) (ft)
[kg] [m] [m] [m]
＿31 200 200 200
<= 14.1 61.0 61.0 61.0
50 388 233 200
22.7 118.2 70.9 61.0
70 519 311 200
31.8 158.1 94.9 61.0
100 658 395 237
45.4 200.4 120.2 72.1
150 815 489 293
68.0 248.5 149.1 89.4
200 927 556 334
90.7 282.6 169.5 101.7
300 1,085 651 391
136.1 330.6 198.4 119.0
400 1,197 718 431
181.4 364.7 218.8 131.3
450 1,243 746 447
204.1 378.7 227.2 136.3
> 450 1,250 750 450
> 204.1 381.0 228.6 137.2
a quad The QD criteria for HD 1.2.1 items are based on the hazards from primary fragments. When stored in structures that may contribute to the debris hazard (secondary fragments), the IBD for HD 1.2.1 items whose MCE is greater than 31 lbs [ 14.1 kg ] is determined by using the larger of two distances: those given in Table V3.E3.T10. for the appropriate explosive weight or those given in this table for the appropriate MCE. Structures that may contribute to the debris hazard for storage of HD 1.2.1 AE include: (a) all ECM frontal exposures (side and rear exposures have fixed minimum distances for IBD); (b) all AGS, including (H), (H/R), and (L), unless data or analyses are provided to show that the structural debris contribution is less. Note that ILD and PTRD are based on 36 percent and 60 percent, respectively, of the applicable IBD, as determined in this footnote with these minimum distances: ILD minimum distances as given in Table V3.E3.T9. for applicable PES-ES combinations, and PTRD minimum distances as given in Table V3.E3.T9. for AGS (L).
b See Table V3.E3.T9. for a summary of IMD and minimum distances for ILD and PTRD. | | MCE | $\mathrm{HDD}^{\mathrm{c}, \mathrm{d} \text { e e }}$ | $\mathrm{PTRD}^{\mathrm{f}}$ | ILD ${ }^{\text {g }}$ |
| :---: | :---: | :---: | :---: | :---: |
| | (lbs) | (ft) | (ft) | (ft) |
| | [kg] | [m] | [m] | [m] |
| | ＿31 | 200 | 200 | 200 |
| | $\leq 14.1$ | 61.0 | 61.0 | 61.0 |
| | 50 | 388 | 233 | 200 |
| | 22.7 | 118.2 | 70.9 | 61.0 |
| | 70 | 519 | 311 | 200 |
| | 31.8 | 158.1 | 94.9 | 61.0 |
| | 100 | 658 | 395 | 237 |
| | 45.4 | 200.4 | 120.2 | 72.1 |
| | 150 | 815 | 489 | 293 |
| | 68.0 | 248.5 | 149.1 | 89.4 |
| | 200 | 927 | 556 | 334 |
| | 90.7 | 282.6 | 169.5 | 101.7 |
| | 300 | 1,085 | 651 | 391 |
| | 136.1 | 330.6 | 198.4 | 119.0 |
| | 400 | 1,197 | 718 | 431 |
| | 181.4 | 364.7 | 218.8 | 131.3 |
| | 450 | 1,243 | 746 | 447 |
| | 204.1 | 378.7 | 227.2 | 136.3 |
| | $>450$ | 1,250 | 750 | 450 |
| | $>204.1$ | 381.0 | 228.6 | 137.2 |
| a $\quad$ The QD criteria for HD 1.2.1 items are based on the hazards from primary fragments. When stored in structures that may contribute to the debris hazard (secondary fragments), the IBD for HD 1.2.1 items whose MCE is greater than 31 lbs [ 14.1 kg ] is determined by using the larger of two distances: those given in Table V3.E3.T10. for the appropriate explosive weight or those given in this table for the appropriate MCE. Structures that may contribute to the debris hazard for storage of HD 1.2.1 AE include: (a) all ECM frontal exposures (side and rear exposures have fixed minimum distances for IBD); (b) all AGS, including (H), (H/R), and (L), unless data or analyses are provided to show that the structural debris contribution is less. Note that ILD and PTRD are based on 36 percent and 60 percent, respectively, of the applicable IBD, as determined in this footnote with these minimum distances: ILD minimum distances as given in Table V3.E3.T9. for applicable PES-ES combinations, and PTRD minimum distances as given in Table V3.E3.T9. for AGS (L). | | | | |
| b | See Table V3.E3.T9. for a summary of IMD and minimum distances for ILD and PTRD. | | | |
Table V3.E3.T11. HDD for HD 1.2.1 AE Stored in Structures That Can Contribute to the Debris Hazard, ^(a,b){ }^{\mathrm{a}, \mathrm{b}} Continued 表 V3.E3.T11.HD 1.2.1 在可能造成碎片危险的结构中储存的 AE 的 HDD， ^(a,b){ }^{\mathrm{a}, \mathrm{b}} 续
c
English EQN (MCE in lbs, HDD in ft ; ln is natural logarithm) 英文 EQN（MCE 单位为磅，HDD 单位为英尺；ln 为自然对数）
31lbs < MCE <= 450lbs:quad{:[HDD=-1","133.9+[389**ln(MCE)]","" with a "],[" minimum distance of "200ft]:}quad" EQN V3.E3.T11-1 "31 \mathrm{lbs}<\mathrm{MCE} \leq 450 \mathrm{lbs}: \quad \begin{gathered} \mathrm{HDD}=-1,133.9+[389 * \ln (\mathrm{MCE})], \text { with a } \\ \text { minimum distance of } 200 \mathrm{ft} \end{gathered} \quad \text { EQN V3.E3.T11-1 }
公制 EQN（MCE 单位为千克，HDD 单位为米；In 为自然对数）
14.1kg < MCE <= 204kg:quad HDD=-251.87+[118.56^(**)ln(MCE)]14.1 \mathrm{~kg}<M C E \leq 204 \mathrm{~kg}：\quad H D D=-251.87+\left[118.56^{*} \ln(M C E)\right]、 最小距离 61 米
Metric EQN (MCE in kg, HDD in m; In is natural logarithm)
14.1kg < MCE <= 204kg:quad HDD=-251.87+[118.56^(**)ln(MCE)]14.1 \mathrm{~kg}<M C E \leq 204 \mathrm{~kg}: \quad H D D=-251.87+\left[118.56^{*} \ln (M C E)\right], with a quad EQNV3.E3.T 11-2\quad E Q N V 3 . E 3 . T 11-2 minimum distance of 61 m
Metric EQN (MCE in kg, HDD in m; In is natural logarithm)
14.1kg < MCE <= 204kg:quad HDD=-251.87+[118.56^(**)ln(MCE)], with a quad EQNV3.E3.T 11-2 minimum distance of 61 m| Metric EQN (MCE in kg, HDD in m; In is natural logarithm) |
| :--- |
| $14.1 \mathrm{~kg}<M C E \leq 204 \mathrm{~kg}: \quad H D D=-251.87+\left[118.56^{*} \ln (M C E)\right]$, with a $\quad E Q N V 3 . E 3 . T 11-2$ minimum distance of 61 m |
English EQN (MCE in lbs, HDD in ft;exp[x] is e^(x) )
200ft < HDD <= 1,250ft:quadMCE=exp[(HDD//389)+2.914]quad EQN V3.E3.T11-3| English EQN (MCE in lbs, HDD in $\mathrm{ft} ; \exp [\mathrm{x}]$ is $\mathrm{e}^{\mathrm{x}}$ ) |
| :--- |
| $200 \mathrm{ft}<\mathrm{HDD} \leq 1,250 \mathrm{ft}: \quad \mathrm{MCE}=\exp [(\mathrm{HDD} / 389)+2.914] \quad$ EQN V3.E3.T11-3 |
公制 EQN（MCE 单位为千克，HDD 单位为米；exp[x]exp [x] 是 e^(x)e^{x} ) 61.0 m < HDD <= 381 m:quad MCE=exp[(HDD//118.56)+2.12447quad61.0 m<H D D \leq 381 m: \quad M C E=\exp [(H D D / 118.56)+2.12447 \quad EQN V3.E3.T11-4
Metric EQN (MCE in kg, HDD in m; exp[x]\exp [x] is e^(x)e^{x} )
61.0 m < HDD <= 381 m:quad MCE=exp[(HDD//118.56)+2.12447quad61.0 m<H D D \leq 381 m: \quad M C E=\exp [(H D D / 118.56)+2.12447 \quad EQN V3.E3.T11-4
Metric EQN (MCE in kg, HDD in m; exp[x] is e^(x) )
61.0 m < HDD <= 381 m:quad MCE=exp[(HDD//118.56)+2.12447quad EQN V3.E3.T11-4| Metric EQN (MCE in kg, HDD in m; $\exp [x]$ is $e^{x}$ ) |
| :--- |
| $61.0 m<H D D \leq 381 m: \quad M C E=\exp [(H D D / 118.56)+2.12447 \quad$ EQN V3.E3.T11-4 |
e
Use of equations given in Footnotes c and d to determine other HDD-MCE combinations is allowed. 允许使用脚注 c 和 d 中的公式确定其他 HDD-MCE 组合。
f
PTRD =60=60 percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for AGS (L). For other structures as either ES or PES, see Table V3.E3.T9. PTRD =60=60 IBD的百分比，最小距离等于表V3.E3.T9.中为AGS (L)给出的IMD。作为 ES 或 PES 的其他结构，请参见表 V3.E3.T9。
g
ILD = 36 percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for the applicable PES-ES combination. For structures other than AGS (L) as either ES or PES, see Table V3.E3.T9. ILD=IBD的36%，最小距离等于表V3.E3.T9.中给出的适用PES-ES组合的IMD。对于作为 ES 或 PES 的 AGS (L) 以外的结构，请参见表 V3.E3.T9。
c English EQN (MCE in lbs, HDD in ft ; ln is natural logarithm)
31lbs < MCE <= 450lbs:quad{:[HDD=-1","133.9+[389**ln(MCE)]","" with a "],[" minimum distance of "200ft]:}quad" EQN V3.E3.T11-1 "
"Metric EQN (MCE in kg, HDD in m; In is natural logarithm)
14.1kg < MCE <= 204kg:quad HDD=-251.87+[118.56^(**)ln(MCE)], with a quad EQNV3.E3.T 11-2 minimum distance of 61 m"
d "English EQN (MCE in lbs, HDD in ft;exp[x] is e^(x) )
200ft < HDD <= 1,250ft:quadMCE=exp[(HDD//389)+2.914]quad EQN V3.E3.T11-3"
"Metric EQN (MCE in kg, HDD in m; exp[x] is e^(x) )
61.0 m < HDD <= 381 m:quad MCE=exp[(HDD//118.56)+2.12447quad EQN V3.E3.T11-4"
e Use of equations given in Footnotes c and d to determine other HDD-MCE combinations is allowed.
f PTRD =60 percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for AGS (L). For other structures as either ES or PES, see Table V3.E3.T9.
g ILD = 36 percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for the applicable PES-ES combination. For structures other than AGS (L) as either ES or PES, see Table V3.E3.T9.| c | English EQN (MCE in lbs, HDD in ft ; ln is natural logarithm) |
| :---: | :---: |
| | $31 \mathrm{lbs}<\mathrm{MCE} \leq 450 \mathrm{lbs}: \quad \begin{gathered} \mathrm{HDD}=-1,133.9+[389 * \ln (\mathrm{MCE})], \text { with a } \\ \text { minimum distance of } 200 \mathrm{ft} \end{gathered} \quad \text { EQN V3.E3.T11-1 }$ |
| | Metric EQN (MCE in kg, HDD in m; In is natural logarithm) <br> $14.1 \mathrm{~kg}<M C E \leq 204 \mathrm{~kg}: \quad H D D=-251.87+\left[118.56^{*} \ln (M C E)\right]$, with a $\quad E Q N V 3 . E 3 . T 11-2$ minimum distance of 61 m |
| d | English EQN (MCE in lbs, HDD in $\mathrm{ft} ; \exp [\mathrm{x}]$ is $\mathrm{e}^{\mathrm{x}}$ ) <br> $200 \mathrm{ft}<\mathrm{HDD} \leq 1,250 \mathrm{ft}: \quad \mathrm{MCE}=\exp [(\mathrm{HDD} / 389)+2.914] \quad$ EQN V3.E3.T11-3 |
| | Metric EQN (MCE in kg, HDD in m; $\exp [x]$ is $e^{x}$ ) <br> $61.0 m<H D D \leq 381 m: \quad M C E=\exp [(H D D / 118.56)+2.12447 \quad$ EQN V3.E3.T11-4 |
| e | Use of equations given in Footnotes c and d to determine other HDD-MCE combinations is allowed. |
| f | PTRD $=60$ percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for AGS (L). For other structures as either ES or PES, see Table V3.E3.T9. |
| g | ILD = 36 percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for the applicable PES-ES combination. For structures other than AGS (L) as either ES or PES, see Table V3.E3.T9. |
Table V3.E3.T12. HD 1.2.2 QD (IBD, PTRD, ILD) for AE with NEWQD <= 1.60lbs\leq 1.60 \mathrm{lbs}[0.73kg],^("a, b, c ")[0.73 \mathrm{~kg}],{ }^{\text {a, b, c }} Continued 表 V3.E3.T12.HD 1.2.2 QD (IBD、PTRD、ILD) for AE with NEWQD <= 1.60lbs\leq 1.60 \mathrm{lbs}[0.73kg],^("a, b, c ")[0.73 \mathrm{~kg}],{ }^{\text {a, b, c }} 续
The QD criteria for HD 1.2.2 items are based on the hazards from primary fragments. HD 1.2.2 物品的 QD 标准是基于原生碎片的危害。
b
See Table V3.E3.T9. for a summary of IMD and minimum distances for ILD and PTRD. 有关 ILD 和 PTRD 的 IMD 和最小距离汇总，请参见表 V3.E3.T9。
c
See paragraph V3.E3.2.11. for storage and operations involving limited quantities of HD 1.2.2 without the need for siting as a PES. 参见第 V3.E3.2.11 段，涉及有限数量的 HD 1.2.2 的储存和操作，无需选址为产 品安全服务区。
d
Explosive Weight = Number of Items*NEWQD. 爆炸重量 = 物品数量*NEWQD。
e
N V3.E3.T12-1
9.1kg <9.1 \mathrm{~kg}< Explosive Weight: 9.1kg <9.1 \mathrm{~kg}< 爆炸重量： {:[" IBD "=28.127-[2.364**(ln(" Number of "],[" items "{:^(**)" NEWQD)) "]+[1.577**],[quad(ln(" Number of items "**" NEWQD) ")^(2)]],[" with a minimum of "30.5m]:}\begin{aligned}
& \text { IBD }=28.127-[2.364 *(\ln (\text { Number of } \\
& \text { items } \left.{ }^{*} \text { NEWQD)) }\right]+[1.577 * \\
& \quad\left(\ln (\text { Number of items } * \text { NEWQD) })^{2}\right] \\
& \text { with a minimum of } 30.5 \mathrm{~m}
\end{aligned}
{:[" Number of items*NEWQD "=exp[1.5401],[{:+(-17.278+0.1933**" IBD ")^(1//2)]]:}\begin{aligned}
& \text { Number of items*NEWQD }=\exp [1.5401 \\
& \left.+(-17.278+0.1933 * \text { IBD })^{1 / 2}\right]
\end{aligned}
EQN V3.E3.T12-3
Metric EQN (IBD in 指标 EQN (IBD in30.5 m < IBD < 37 epsi30.5 m<I B D<37 \varepsilon
{:[" Number of items "**" NEWQD "=exp[0.7495],[{: quad+(-17.274+0.6341**IBD)^(1//2)]]:}\begin{aligned}
& \text { Number of items } * \text { NEWQD }=\exp [0.7495 \\
& \left.\quad+(-17.274+0.6341 * I B D)^{1 / 2}\right]
\end{aligned}
EQN V3.E3.T12-4
g
Use of equations given in Footnotes e and f to determine other IBD-weight combinations is allowed. 允许使用脚注 e 和 f 中给出的公式确定其他 IBD-重量组合。
Explosive Weight ^("d ") IBD^(e,f,g) PTRD ^("h ") ILD ^(i)
(lbs) (ft) (ft) (ft)
[kg] [m] [m] [m]
50,000 535 321 193
22,680 163.0 97.8 58.7
70,000 568 341 204
31,751 173.1 103.8 62.3
100,000 604 362 217
45,359 184.1 110.5 66.3
150,000 647 388 233
68,039 197.1 118.3 71.0
200,000 678 407 244
90,718 206.6 124.0 74.4
300,000 723 434 260
136,077 220.5 132.3 79.4
500,000 783 470 282
226,795 238.8 143.3 86.0
>500,000 Footnote g Footnote h Footnote i
> 226,795 Footnote g Footnote h Footnote i
a The QD criteria for HD 1.2.2 items are based on the hazards from primary fragments.
b See Table V3.E3.T9. for a summary of IMD and minimum distances for ILD and PTRD.
c See paragraph V3.E3.2.11. for storage and operations involving limited quantities of HD 1.2.2 without the need for siting as a PES.
d Explosive Weight = Number of Items*NEWQD.
e https://cdn.mathpix.com/cropped/2024_10_25_30dba1cac8def5ae1d29g-45.jpg?height=189&width=1106&top_left_y=1612&top_left_x=354 N V3.E3.T12-1
9.1kg < Explosive Weight:" IBD =28.127-[2.364**(ln( Number of
items {:^(**) NEWQD)) ]+[1.577**
quad(ln( Number of items ** NEWQD) )^(2)]
with a minimum of 30.5m" EQN V3.E3.T12-2
f 100ft < IBD < 1,240 Metric EON (IBD in " Number of items*NEWQD =exp[1.5401
{:+(-17.278+0.1933** IBD )^(1//2)]" EQN V3.E3.T12-3
Metric EQN (IBD in 30.5 m < IBD < 37 epsi " Number of items ** NEWQD =exp[0.7495
{: quad+(-17.274+0.6341**IBD)^(1//2)]" EQN V3.E3.T12-4
g Use of equations given in Footnotes e and f to determine other IBD-weight combinations is allowed. | | Explosive Weight ${ }^{\text {d }}$ | $\mathrm{IBD}^{\mathrm{e}, \mathrm{f}, \mathrm{g}}$ | PTRD $^{\text {h }}$ | ILD $^{\mathrm{i}}$ |
| :---: | :---: | :---: | :---: | :---: |
| | (lbs) | (ft) | (ft) | (ft) |
| | [kg] | [m] | [m] | [m] |
| | 50,000 | 535 | 321 | 193 |
| | 22,680 | 163.0 | 97.8 | 58.7 |
| | 70,000 | 568 | 341 | 204 |
| | 31,751 | 173.1 | 103.8 | 62.3 |
| | 100,000 | 604 | 362 | 217 |
| | 45,359 | 184.1 | 110.5 | 66.3 |
| | 150,000 | 647 | 388 | 233 |
| | 68,039 | 197.1 | 118.3 | 71.0 |
| | 200,000 | 678 | 407 | 244 |
| | 90,718 | 206.6 | 124.0 | 74.4 |
| | 300,000 | 723 | 434 | 260 |
| | 136,077 | 220.5 | 132.3 | 79.4 |
| | 500,000 | 783 | 470 | 282 |
| | 226,795 | 238.8 | 143.3 | 86.0 |
| | >500,000 | Footnote g | Footnote h | Footnote i |
| | $>226,795$ | Footnote g | Footnote h | Footnote i |
| | | | | |
| a | The QD criteria for HD 1.2.2 items are based on the hazards from primary fragments. | | | |
| b | See Table V3.E3.T9. for a summary of IMD and minimum distances for ILD and PTRD. | | | |
| c | See paragraph V3.E3.2.11. for storage and operations involving limited quantities of HD 1.2.2 without the need for siting as a PES. | | | |
| d | Explosive Weight = Number of Items*NEWQD. | | | |
| e |  | | | N V3.E3.T12-1 |
| | $9.1 \mathrm{~kg}<$ Explosive Weight:$\begin{aligned} & \text { IBD }=28.127-[2.364 *(\ln (\text { Number of } \\ & \text { items } \left.{ }^{*} \text { NEWQD)) }\right]+[1.577 * \\ & \quad\left(\ln (\text { Number of items } * \text { NEWQD) })^{2}\right] \\ & \text { with a minimum of } 30.5 \mathrm{~m} \end{aligned}$ | | | EQN V3.E3.T12-2 |
| f | $100 \mathrm{ft}<\mathrm{IBD}<1,240$ Metric EON (IBD in | $\begin{aligned} & \text { Number of items*NEWQD }=\exp [1.5401 \\ & \left.+(-17.278+0.1933 * \text { IBD })^{1 / 2}\right] \end{aligned}$ | | EQN V3.E3.T12-3 |
| | Metric EQN (IBD in $30.5 m<I B D<37 \varepsilon$ | $\begin{aligned} & \text { Number of items } * \text { NEWQD }=\exp [0.7495 \\ & \left.\quad+(-17.274+0.6341 * I B D)^{1 / 2}\right] \end{aligned}$ | | EQN V3.E3.T12-4 |
| g | Use of equations given in Footnotes e and f to determine other IBD-weight combinations is allowed. | | | |
Table V3.E3.T12. HD 1.2.2 QD (IBD, PTRD, ILD) for AE with NEWQD <= 1.60lbs\leq 1.60 \mathrm{lbs}[0.73kg],^(a,b,c)[0.73 \mathrm{~kg}],{ }^{\mathrm{a}, \mathrm{b}, \mathrm{c}} Continued 表 V3.E3.T12.HD 1.2.2 QD (IBD、PTRD、ILD) for AE with NEWQD <= 1.60lbs\leq 1.60 \mathrm{lbs}[0.73kg],^(a,b,c)[0.73 \mathrm{~kg}],{ }^{\mathrm{a}, \mathrm{b}, \mathrm{c}} 续
h PTRD =60=60 percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for AGS (L). For other structures as either an ES or PES, see Table V3.E3.T9. h PTRD =60=60 最小距离等于表 V3.E3.T9 中为 AGS (L) 给出的 IMD 的 IBD 百分比。对于作为 ES 或 PES 的其他结构，请参见表 V3.E3.T9。
i ILD=36\mathrm{ILD}=36 percent of IBD with a minimum distance equal to the IMD given in Table V3.E3.T9. for the applicable PES-ES combination. For structures other than AGS (L) as either an ES or PES, see Table V3.E3.T9. i ILD=36\mathrm{ILD}=36 IBD的百分比，最小距离等于表V3.E3.T9.中给出的适用PES-ES组合的IMD。对于作为 ES 或 PES 的 AGS (L) 以外的结构，请参见表 V3.E3.T9。
Table V3.E3.T13. HD 1.2.1, 1.2.2, and 1.2.3 Mixing Rules 表 V3.E3.T13.HD 1.2.1、1.2.2 和 1.2.3 混合规则
Hazard Subdivision Involved 涉及的危险分区
Distances to be Applied 适用距离
1.2 .1
Apply HD 1.2.1 distances ^(a){ }^{\mathrm{a}} 应用 HD 1.2.1 距离 ^(a){ }^{\mathrm{a}}
1.2 .2
Apply HD 1.2.2 distances ^(b){ }^{\mathrm{b}} 应用 HD 1.2.2 距离 ^(b){ }^{\mathrm{b}}
1.2 .3
Apply HD 1.2.3 distances 应用 HD 1.2.3 距离
1.2.1+1.2.21.2 .1+1.2 .2
Apply greater of two distances 应用两个距离中的较大者
1.2.1+1.2.31.2 .1+1.2 .3
Apply greater of two distances 应用两个距离中的较大者
1.2.2+1.2.31.2 .2+1.2 .3
Apply greater of two distances 应用两个距离中的较大者
a HD 1.2.1 distances given in Tables V3.E3.T9., V3.E3.T10., and V3.E3.T11. a HD 1.2.1 表 V3.E3.T9、V3.E3.T10 和 V3.E3.T11 中给出的距离。
b HD 1.2.2 distances given in Tables V3.E3.T9. and V3.E3.T12. b HD 1.2.2 表 V3.E3.T9 和 V3.E3.T12 中给出的距离。
c HD 1.2.3 distances given in Table V3.E3.T14. (See paragraph V3.E3.2.13.) c HD 1.2.3 表 V3.E3.T14 中给出的距离。(见第 V3.E3.2.13 段）。
Hazard Subdivision Involved Distances to be Applied
1.2 .1 Apply HD 1.2.1 distances ^(a)
1.2 .2 Apply HD 1.2.2 distances ^(b)
1.2 .3 Apply HD 1.2.3 distances
1.2.1+1.2.2 Apply greater of two distances
1.2.1+1.2.3 Apply greater of two distances
1.2.2+1.2.3 Apply greater of two distances
a HD 1.2.1 distances given in Tables V3.E3.T9., V3.E3.T10., and V3.E3.T11.
b HD 1.2.2 distances given in Tables V3.E3.T9. and V3.E3.T12.
c HD 1.2.3 distances given in Table V3.E3.T14. (See paragraph V3.E3.2.13.) | Hazard Subdivision Involved | Distances to be Applied |
| :---: | :---: |
| 1.2 .1 | Apply HD 1.2.1 distances ${ }^{\mathrm{a}}$ |
| 1.2 .2 | Apply HD 1.2.2 distances ${ }^{\mathrm{b}}$ |
| 1.2 .3 | Apply HD 1.2.3 distances |
| $1.2 .1+1.2 .2$ | Apply greater of two distances |
| $1.2 .1+1.2 .3$ | Apply greater of two distances |
| $1.2 .2+1.2 .3$ | Apply greater of two distances |
| | |
| | |
| a HD 1.2.1 distances given in Tables V3.E3.T9., V3.E3.T10., and V3.E3.T11. | |
| b HD 1.2.2 distances given in Tables V3.E3.T9. and V3.E3.T12. | |
| c HD 1.2.3 distances given in Table V3.E3.T14. (See paragraph V3.E3.2.13.) | |
V3.E3.2.13.3.2. If the HD 1.2.3 AE MCE is <=\leq _than 1.6 lbs [ 0.73 kg ], consider the items as HD 1.2.2, based on the total NEWQD present. V3.E3.2.13.3.2。如果 HD 1.2.3 AE MCE <=\leq _than 1.6 lbs [ 0.73 kg ]，则根据存在的总 NEWQD，将项目视为 HD 1.2.2。
V3.E3.2.14. For storage of mixed HD 1.2.3 AE, multiply the NEWQD for the HD 1.2.3 items by the corresponding number of HD 1.2.3 items and use HD 1.3 QD with the HFD for the mixture based on the largest HFD for the HD 1.2.3 AE in storage. Use the distances given in Table V3.E3.T13., when HD 1.2.3 AE is located with any other HD 1.2 subdivision. The HD 1.2.3 AE is considered HD 1.2 (HD 1.2.1 or HD 1.2.2, according to MCE) for QD purposes, when HD 1.2.3 AE is located with any other HD AE. The mixing rules provided in paragraph V1.E7.2.3. then apply to the combination of the HDs. V3.E3.2.14.对于储存混合的HD 1.2.3 AE，用HD 1.2.3项目的NEWQD乘以相应的HD 1.2.3项目数，并根据储存的HD 1.2.3 AE的最大HFD使用HD 1.3 QD和混合物的HFD。当HD1.2.3 AE与任何其他HD1.2分项位于一起时，使用表V3.E3.T13.中给出的距离。当HD 1.2.3 AE与任何其他HD AE位于一起时，HD 1.2.3 AE被视为HD 1.2（HD 1.2.1或HD 1.2.2，根据MCE），用于QD目的。第 V1.E7.2.3 段规定的混合规则适用于 HD 的组合。
V3.E3.3. HD 1.3. HD 1.3 includes items that burn vigorously with little or no possibility of extinguishment in storage situations. Explosions normally will be confined to pressure ruptures of containers and will not produce propagating shock waves or damaging blast overpressure beyond the magazine distance specified in Table V3.E3.T14. A severe hazard of spread of fire may result from tossing about of burning container materials, propellant, or other flaming debris. V3.E3.3.HD 1.3。HD1.3包括在贮存情况下剧烈燃烧且几乎或根本不可能熄灭的物品。爆炸通常仅限于容器的压力破裂，不会在表 V3.E3.T14 规定的弹仓距离之外产生传播冲击波或破坏性爆炸超压。燃烧的容器材料、推进剂或其他燃烧碎片的抛掷可能造成严重的火势蔓延危险。
V3.E3.4. HD 1.4 V3.E3.4.HD 1.4
V3.E3.4.1. HD 1.4 AE present a fire hazard with minimal blast, fragmentation, or toxic hazards. Separate facilities for storage and handling of these AE will be located in accordance with Table V3.E3.T15. V3.E3.4.1。HD 1.4 甲酸具有火灾危险，但爆炸、碎片或毒性危险极小。根据表 V3.E3.T15，将有单独的设施用于储存和处理这些 AE。
V3.E3.4.2. In mixed storage, the NEWQD of HD 1.4 is not additive, as indicated in paragraph V1.E7.2.3.1.1. However, QD criteria for each HD present, including HD 1.4, must be determined and the largest value used. V3.E3.4.2。在混合贮存中，如第V1.E7.2.3.1.1段所述，HD 1.4的新质量分数不具有可加性。但是，必须确定包括 HD 1.4 在内的每个 HD 的 QD 标准，并使用最大值。
V3.E3.4.3. HD 1.4S AE, as described in paragraph V1.E8.5.5., may be stored, to include associated handling, without regard to the QD criteria in Table V3.E3.T15. V3.E3.4.3.第V1.E8.5.5段所述的HD 1.4S AE可以储存，包括相关处理，而不考虑表V3.E3.T15中的QD标准。
V3.E3.5. HD 1.6. QD separations for HD 1.6 AE are based on the storage location and configuration. This information is detailed in Table V3.E3.T16. A maximum of 500,000 lbs [226,795 kg] NEWQD is permitted at any one location. Any special storage configuration and siting approved for HD 1.1 AE may be used for storage of like explosive weights of HD 1.6 AE. V3.E3.5.HD 1.6。HD 1.6 AE 的 QD 分隔基于存储位置和配置。该信息详见表 V3.E3.T16。任何一个地点最多允许 500,000 磅[226,795 千克]的新定量包装。为HD 1.1 AE批准的任何特殊储存配置和选址可用于储存HD 1.6 AE的同类爆炸重量。
V3.E3.6. HD 6.1 V3.E3.6.HD 6.1
V3.E3.6.1. HD 6.1 includes items that contain only toxic chemical or riot control agents. AE containing both explosives and toxic chemical or riot control agents may be hazard classified as HD 1.1 through HD 1.4, based on testing in accordance with parts 171-177 of Title 49, CFR. V3.E3.6.1。HD 6.1 包括仅含有毒化学剂或防暴剂的物品。根据《美国联邦法规汇编》第 49 篇第 171-177 部分的测试结果，同时含有爆炸物和有毒化学或防暴制剂的危险品可划入 HD 1.1 至 HD 1.4 危险类别。
V3.E3.6.2. Hazard zones for toxic CAs are determined by the relative toxicity of the agents, the amount released to the atmosphere and the rate at which they are released (e.g., evaporation, pressure, or explosive dispersal), terrain features, and meteorological conditions. Hazard zone calculations are based on MCE, using DDESB Technical Paper No. 10. Enclosure 4 of Volume 6 provides specific criteria associated with toxic CAs. V3.E3.6.2。有毒 CA 的危险区是根据毒剂的相对毒性、释放到大气中的量及其释放速度（如蒸发、压力或爆炸性扩散）、地形特征和气象条件确定的。危险区的计算以 MCE 为基础，采用 DDESB 第 10 号技术文件。第 6 卷附文 4 提供了与有毒 CA 相关的具体标准。
V3.E3.6.3. When siting AE containing toxic CAs, both the explosives and toxic CA hazards are evaluated with the greatest QD governing siting. V3.E3.6.3.在对含有有毒 CA 的 AE 进行选址时，应同时评估爆炸物和有毒 CA 的危险，并以最大的 QD 进行选址。
0 to and from the sides and rear; see Footnote j for the front 0 往返于两侧和后方；前方见脚注 j
360
22.9
15.3
15
> 3000^(h)>3000^{\mathrm{h}}
100
00/50
00
1,360.8
30.5
30.5/15.3
30.5/15.
{
a
HD 1.4 AE may be stored in a general supplies warehouse area rather than in an AE storage area.
When storing in a general supplies warehouse area, any weatherproof warehouse structure may serve
as an HD 1.4 magazine. Such a structure will be separated from all other warehouses in accordance
with the AGS (L) IMD column of this table.
HD 1.4 AE may be stored in a general supplies warehouse area rather than in an AE storage area.
When storing in a general supplies warehouse area, any weatherproof warehouse structure may serve
as an HD 1.4 magazine. Such a structure will be separated from all other warehouses in accordance
with the AGS (L) IMD column of this table.| HD 1.4 AE may be stored in a general supplies warehouse area rather than in an AE storage area. |
| :--- |
| When storing in a general supplies warehouse area, any weatherproof warehouse structure may serve |
| as an HD 1.4 magazine. Such a structure will be separated from all other warehouses in accordance |
| with the AGS (L) IMD column of this table. |
b
a HD 1.4 AE may be stored in a general supplies warehouse area rather than in an AE storage area.,When storing in a general supplies warehouse area, any weatherproof warehouse structure may serve,as an HD 1.4 magazine. Such a structure will be separated from all other warehouses in accordance,with the AGS (L) IMD column of this table.
b | a | HD 1.4 AE may be stored in a general supplies warehouse area rather than in an AE storage area. <br> When storing in a general supplies warehouse area, any weatherproof warehouse structure may serve <br> as an HD 1.4 magazine. Such a structure will be separated from all other warehouses in accordance <br> with the AGS (L) IMD column of this table. |
| :--- | :--- |
| b | |
在一般物资仓库区存放时，任何不受天气影响的仓库结构均可作为 HD 1.4 弹仓。根据本表中 AGS (L) IMD 一栏的规定，这种结构将与所有其他仓库分开。
b | a | HD 1.4 AE 可存放在一般用品仓库区，而不是 AE 存放区。3Cbr> 当储存在一般供应品仓库区时，任何不受天气影响的仓库结构都可以作为 HD 1.4 弹仓。根据本表中 AGS (L) IMD 一栏的规定，此类结构将与所有其他仓库分隔开来。|
| :--- | :--- |
| b | |
}
b
See paragraph V1.E7.2.3.1.1. for the applicability of HD 1.4 QD criteria and the determination of NEWQD when HD 1.4 and other HD AE are located in the same site. 当 HD 1.4 和其他 HD AE 位于同一地点时，HD 1.4 QD 标准的适用性和 NEWQD 的确定，见第 V1.E7.2.3.1.1 段。
c
IBD and PTRD are 50ft[15.3m]fromthesidesandrearofanECM.IBDandPTRDare50ft[15.350 \mathrm{ft} \mathrm{[15.3} \mathrm{m]} \mathrm{from} \mathrm{the} \mathrm{sides} \mathrm{and} \mathrm{rear} \mathrm{of} \mathrm{an} \mathrm{ECM} .\mathrm{IBD} \mathrm{and} \mathrm{PTRD} \mathrm{are} 50 \mathrm{ft} \mathrm{[15.3} m ] from an AGS (H)(\mathrm{H}), an AGS (H//R)(\mathrm{H} / \mathrm{R}), and an ECM front that meets the definition of AGS (H)(\mathrm{H}); doors and other openings will be barricaded in accordance with section V2.E5.4., or the IBD or PTRD column of this table applied from these doors and openings. 从 AGS (H)(\mathrm{H}) 、AGS (H//R)(\mathrm{H} / \mathrm{R}) 和符合 AGS (H)(\mathrm{H}) 定义的 ECM 正面算起，IBD 和 PTRD 为 50ft[15.3m]fromthesidesandrearofanECM.IBDandPTRDare50ft[15.350 \mathrm{ft} \mathrm{[15.3} \mathrm{m]} \mathrm{from} \mathrm{the} \mathrm{sides} \mathrm{and} \mathrm{rear} \mathrm{of} \mathrm{an} \mathrm{ECM} .\mathrm{IBD} \mathrm{and} \mathrm{PTRD} \mathrm{are} 50 \mathrm{ft} \mathrm{[15.3} m ]；将根据第 V2.E5.4 节对门和其他开口进行设障，或从这些门和开口应用本表的 IBD 或 PTRD 栏。
d
ILD is 0 ft from the sides and rear of an ECM. ILD is 0 ft from an AGS ( H)), an AGS ( H//R)\mathrm{H} / \mathrm{R}), and an ECM front that meets the definition of AGS (H); doors and other openings will be barricaded in accordance with section V2.E5.4., or the ILD column of this table applied from these doors and openings. ILD 距离 ECM 的侧面和后部为 0 英尺。距离 AGS ( H )) 、AGS ( H//R)\mathrm{H} / \mathrm{R}) 和符合 AGS (H) 定义的 ECM 正面的 ILD 为 0 英尺；门和其他开口将根据第 V2.E5.4 节设置路障，或从这些门和开口应用本表的 ILD 栏。
e
Magazines storing only HD 1.4 AE may be located at these IMD or ILD from all other magazines or operating buildings regardless of the HD or NEWQD authorized in those adjacent structures. Because the HD 1.4 AE may be destroyed as the result of an accident involving the assets in those adjacent structures, the DoD Component on a case-by-case basis must accept application of this provision with consideration given to the value of HD 1.4 assets at risk. 仅储存HD 1.4 AE的弹药库可位于这些IMD或ILD，与所有其他弹药库或运行建筑分开，无论这些相邻建筑中的HD或NEWQD是否获得授权。由于涉及这些相邻建筑内资产的事故可能导致 HD 1.4-AE 的毁坏，国防部组成部分必须在逐案基础上接受这一规定的适用，同时考虑到处于风险中的 HD 1.4 资产的价值。
f
Doors and other openings will be barricaded in accordance with section V2.E5.4., or the AGS (L) IMD column of this table applied to and from these doors and openings. 将根据第 V2.E5.4 节或本表中适用于这些门和开口的 AGS (L) IMD 栏对门和其他开口进行防护。
g
For reasons of operational necessity and in accordance with DoD Component-defined procedures, limited quantities of HD 1.4 AE (e.g., small arms AE and riot control munitions) may be stored in accordance with DoD Component fire protection requirements within facilities (e.g., hangars, arms rooms, security alert force rooms, and manufacturing or operating buildings) without the need for siting as a PES. Alternatively, operationally necessary HD 1.4 AE may be stored in small magazines external to those facilities without the need for an explosives site plan. Operations involving limited quantities of HD 1.4 items also are permitted without the need for siting as a PES, in accordance with DoD Component-defined procedures and for reasons of operational necessity. DoD Component procedures should address items such as NEWQD limits, documentation requirements, approval process, and LPS requirements. 出于行动需要，并根据国防部部门确定的程序，可按照国防部部门防火要求，将有限数量的HD 1.4 AE（如小武器AE和防暴弹药）储存在设施内（如机库、武器室、安全警戒部队室、制造或操作建筑物），而无需作为爆炸物场地计划选址。或者，可将作业所需的 HD 1.4 AE 储存在这些设施外部的小型弹药库中，而无需制定爆炸物场地计划。根据国防部各部门规定的程序和出于行动需要，也允许在无需作为爆炸品场地计划选址的情况下，进行涉及有限数量的HD 1.4物品的行动。国防部部门程序应涉及新质量标准限制、文件要求、审批程序和 LPS 要求等项目。
h
There is no upper limit on the NEWQD specifically required for safety reasons. 出于安全考虑，没有特别要求的 NEWQD 上限。
Use the smaller distance when the ES is of non-combustible construction. 当 ES 为非易燃结构时，使用较小的距离。
j
Apply the appropriate AGS column of this table based on whether the ECM front meets the definition of AGS (L) or AGS (H). 根据 ECM 正面是否符合 AGS（L）或 AGS（H）的定义，应用本表中相应的 AGS 栏。
WQD ^("b ") IBD/PTRD ^("c ") ILD^(d,) " AGS (L
IMD ^(e)" " AGS(H) \&
(H//R)IMD^(e,f)" " ECM
IMD^(e)"
( (ft)
[kg] [m] m] [m] [m] [m]
3000^("g ") 75 50 50 to and from 0 to and from the sides and rear; see Footnote j for the front
360 22.9 15.3 15
> 3000^(h) 100 00/50 00
1,360.8 30.5 30.5/15.3 30.5/15.
{"a HD 1.4 AE may be stored in a general supplies warehouse area rather than in an AE storage area.,When storing in a general supplies warehouse area, any weatherproof warehouse structure may serve,as an HD 1.4 magazine. Such a structure will be separated from all other warehouses in accordance,with the AGS (L) IMD column of this table.
b "}
b See paragraph V1.E7.2.3.1.1. for the applicability of HD 1.4 QD criteria and the determination of NEWQD when HD 1.4 and other HD AE are located in the same site.
c IBD and PTRD are 50ft[15.3m]fromthesidesandrearofanECM.IBDandPTRDare50ft[15.3 m ] from an AGS (H), an AGS (H//R), and an ECM front that meets the definition of AGS (H); doors and other openings will be barricaded in accordance with section V2.E5.4., or the IBD or PTRD column of this table applied from these doors and openings.
d ILD is 0 ft from the sides and rear of an ECM. ILD is 0 ft from an AGS ( H), an AGS ( H//R), and an ECM front that meets the definition of AGS (H); doors and other openings will be barricaded in accordance with section V2.E5.4., or the ILD column of this table applied from these doors and openings.
e Magazines storing only HD 1.4 AE may be located at these IMD or ILD from all other magazines or operating buildings regardless of the HD or NEWQD authorized in those adjacent structures. Because the HD 1.4 AE may be destroyed as the result of an accident involving the assets in those adjacent structures, the DoD Component on a case-by-case basis must accept application of this provision with consideration given to the value of HD 1.4 assets at risk.
f Doors and other openings will be barricaded in accordance with section V2.E5.4., or the AGS (L) IMD column of this table applied to and from these doors and openings.
g For reasons of operational necessity and in accordance with DoD Component-defined procedures, limited quantities of HD 1.4 AE (e.g., small arms AE and riot control munitions) may be stored in accordance with DoD Component fire protection requirements within facilities (e.g., hangars, arms rooms, security alert force rooms, and manufacturing or operating buildings) without the need for siting as a PES. Alternatively, operationally necessary HD 1.4 AE may be stored in small magazines external to those facilities without the need for an explosives site plan. Operations involving limited quantities of HD 1.4 items also are permitted without the need for siting as a PES, in accordance with DoD Component-defined procedures and for reasons of operational necessity. DoD Component procedures should address items such as NEWQD limits, documentation requirements, approval process, and LPS requirements.
h There is no upper limit on the NEWQD specifically required for safety reasons.
Use the smaller distance when the ES is of non-combustible construction.
j Apply the appropriate AGS column of this table based on whether the ECM front meets the definition of AGS (L) or AGS (H). | | WQD $^{\text {b }}$ | IBD/PTRD ${ }^{\text {c }}$ | $\mathrm{ILD}^{\mathrm{d},}$ | $\begin{gathered} \text { AGS (L } \\ \text { IMD }^{\mathrm{e}} \end{gathered}$ | $\begin{gathered} \text { AGS(H) \& } \\ (\mathrm{H} / \mathrm{R}) \mathrm{IMD}^{\mathrm{e}, \mathrm{f}} \end{gathered}$ | $\begin{aligned} & \text { ECM } \\ & \mathrm{IMD}^{\mathrm{e}} \end{aligned}$ |
| :---: | :---: | :---: | :---: | :---: | :---: | :---: |
| | ( | | | (ft) | | |
| | [kg] | [m] | m] | [m] | [m] | [m] |
| | $3000^{\text {g }}$ | 75 | 50 | 50 | to and from | 0 to and from the sides and rear; see Footnote j for the front |
| | 360 | 22.9 | 15.3 | 15 | | |
| | $>3000^{\mathrm{h}}$ | 100 | 00/50 | 00 | | |
| | 1,360.8 | 30.5 | 30.5/15.3 | 30.5/15. | | |
| {a HD 1.4 AE may be stored in a general supplies warehouse area rather than in an AE storage area. <br> When storing in a general supplies warehouse area, any weatherproof warehouse structure may serve <br> as an HD 1.4 magazine. Such a structure will be separated from all other warehouses in accordance <br> with the AGS (L) IMD column of this table. <br> b } | | | | | | |
| | | | | | | | | |
| b | See paragraph V1.E7.2.3.1.1. for the applicability of HD 1.4 QD criteria and the determination of NEWQD when HD 1.4 and other HD AE are located in the same site. | | | | | |
| c | IBD and PTRD are $50 \mathrm{ft} \mathrm{[15.3} \mathrm{m]} \mathrm{from} \mathrm{the} \mathrm{sides} \mathrm{and} \mathrm{rear} \mathrm{of} \mathrm{an} \mathrm{ECM} .\mathrm{IBD} \mathrm{and} \mathrm{PTRD} \mathrm{are} 50 \mathrm{ft} \mathrm{[15.3}$ m ] from an AGS $(\mathrm{H})$, an AGS $(\mathrm{H} / \mathrm{R})$, and an ECM front that meets the definition of AGS $(\mathrm{H})$; doors and other openings will be barricaded in accordance with section V2.E5.4., or the IBD or PTRD column of this table applied from these doors and openings. | | | | | |
| d | ILD is 0 ft from the sides and rear of an ECM. ILD is 0 ft from an AGS ( H$)$, an AGS ( $\mathrm{H} / \mathrm{R})$, and an ECM front that meets the definition of AGS (H); doors and other openings will be barricaded in accordance with section V2.E5.4., or the ILD column of this table applied from these doors and openings. | | | | | |
| e | Magazines storing only HD 1.4 AE may be located at these IMD or ILD from all other magazines or operating buildings regardless of the HD or NEWQD authorized in those adjacent structures. Because the HD 1.4 AE may be destroyed as the result of an accident involving the assets in those adjacent structures, the DoD Component on a case-by-case basis must accept application of this provision with consideration given to the value of HD 1.4 assets at risk. | | | | | |
| f | Doors and other openings will be barricaded in accordance with section V2.E5.4., or the AGS (L) IMD column of this table applied to and from these doors and openings. | | | | | |
| g | For reasons of operational necessity and in accordance with DoD Component-defined procedures, limited quantities of HD 1.4 AE (e.g., small arms AE and riot control munitions) may be stored in accordance with DoD Component fire protection requirements within facilities (e.g., hangars, arms rooms, security alert force rooms, and manufacturing or operating buildings) without the need for siting as a PES. Alternatively, operationally necessary HD 1.4 AE may be stored in small magazines external to those facilities without the need for an explosives site plan. Operations involving limited quantities of HD 1.4 items also are permitted without the need for siting as a PES, in accordance with DoD Component-defined procedures and for reasons of operational necessity. DoD Component procedures should address items such as NEWQD limits, documentation requirements, approval process, and LPS requirements. | | | | | |
| h | There is no upper limit on the NEWQD specifically required for safety reasons. | | | | | |
| | Use the smaller distance when the ES is of non-combustible construction. | | | | | |
| j | Apply the appropriate AGS column of this table based on whether the ECM front meets the definition of AGS (L) or AGS (H). | | | | | |
Table V3.E3.T16. HD 1.6 QD, Continued 表 V3.E3.T16.高清 1.6 QD，续
Table V3.E3.T16. HD 1.6 QD, Continue 表 V3.E3.T16.HD 1.6 QD，继续
d English EQNs (D in ft, NEWQD in lbs) d 英文 EQNs（D 单位为英尺，NEWQD 单位为磅） D_(IMD,ILD)=5^(**)W^(1//3)\mathrm{D}_{\mathrm{IMD}, \mathrm{ILD}}=5^{*} \mathrm{~W}^{1 / 3}
EQN V3.E3.T16-9
NEWQD =(D_(IMD,ILD))^(3//125)=\left(\mathrm{D}_{\mathrm{IMD}, \mathrm{ILD}}\right)^{3 / 125} EQN V3.E3.T16-10 NEWQD =(D_(IMD,ILD))^(3//125)=\left(\mathrm{D}_{\mathrm{IMD}, \mathrm{ILD}}\right)^{3 / 125} EQN V3.E3.T16-10
Metric EQNs (D in m, NEWQD in kg) 公制 EQN（D 以米为单位，NEWQD 以千克为单位） D_(IMD,ILD)=1.98^(**)Q^(1//3)D_{I M D, ~ I L D ~}=1.98^{*} Q^{1 / 3}
EQN V3.E3.T16-11 NEWQD=(D_(IMD,ILD))^(3)//7.76N E W Q D=\left(D_{I M D, I L D}\right)^{3} / 7.76
EQN V3.E3.T16-12
e For quantities less than 100lbs[45.4kg]100 \mathrm{lbs}[45.4 \mathrm{~kg}], the required distances are those specified for 100 lbs [ 45.4 kg ]. The use of lesser distances may be approved when supported by test data or analyses. e 对于小于 100lbs[45.4kg]100 \mathrm{lbs}[45.4 \mathrm{~kg}] 的数量，所要求的距离为 100 磅 [ 45.4 千克 ] 所规定的距离。如果有测试数据或分析结果支持，可以批准使用更小的距离。
Appendix 附录
Figures Cited in Enclosure 3 附文 3 引用的数字
AppendiX: Figures Cited in Enclosure 3 附录 X：附文 3 引用的图表
Figure V3.E3.F2. HPM Orientation Effects ^(a,b,c){ }^{\mathbf{a}, \mathrm{b}, \mathrm{c}} 图 V3.E3.F2.HPM 方向效应 ^(a,b,c){ }^{\mathbf{a}, \mathrm{b}, \mathrm{c}} ^(a){ }^{a} As an ES, treat all exposures as sides. ^(a){ }^{a} 作为 ES，将所有曝光都视为侧面。 ^(b){ }^{\mathrm{b}} As a PES, the HPM has a front and all other exposures are considered sides. ^(b){ }^{\mathrm{b}} 作为一个 PES，HPM 有一个正面，而所有其他暴露都被视为侧面。 ^(c){ }^{\mathrm{c}} See paragraph V3.E3.1.3. for IBD/PTRD criteria, paragraph V3.E3.1.4. for ILD criteria, and paragraph V3.E3.1.5. for IMD criteria associated with an HPM. ^(c){ }^{\mathrm{c}} IBD/PTRD标准见第V3.E3.1.3段，ILD标准见第V3.E3.1.4段，与HPM相关的IMD标准见第V3.E3.1.5段。
Figure V3.E3.F4. ECM Orientation Effects on IMD, b, c 图 V3.E3.F4。ECM 方向对 IMD、b、c 的影响 ^(a){ }^{a} See paragraph V3.E3.1.5. ^(a){ }^{a} 见第 V3.E3.1.5 段。 ^(b){ }^{\mathrm{b}} Site A as a side-to-front (unbarricaded) ES. ^(b){ }^{\mathrm{b}} 站点 A 作为侧对侧（无障碍）ES。 ^(c){ }^{\mathrm{c}} Site B as a front (unbarricaded)-to-side ES. ^(c){ }^{\mathrm{c}} 站点 B 作为正面（无遮挡）--侧面 ES。
Figure V3.E3.F5. ECM Orientation Effects on IMD ^("a, b "){ }^{\text {a, b }} 图 V3.E3.F5。ECM 方向对 IMD ^("a, b "){ }^{\text {a, b }} 的影响
Figure V3.E3.F6. ECM Orientation Effects on IMD: Canted ECMs ^("a b, c "){ }^{\text {a b, c }} 图 V3.E3.F6。ECM 方向对 IMD 的影响：倾斜 ECM ^("a b, c "){ }^{\text {a b, c }} ^(a){ }^{a} See paragraph V3.E3.1.5. ^(a){ }^{a} 见第 V3.E3.1.5 段。 ^(b){ }^{\mathrm{b}} Site A as a side-to-front (unbarricaded) ES. ^(b){ }^{\mathrm{b}} 站点 A 作为侧对侧（无障碍）ES。 ^(c){ }^{\mathrm{c}} Site B as a front (unbarricaded)-to-side ES. ^(c){ }^{\mathrm{c}} 站点 B 作为正面（无遮挡）--侧面 ES。
Figure V3.E3.F7. ECM Orientation Effects on IMD: ECMs of Significantly Different Lengths ^(a,b,c){ }^{\mathrm{a}, \mathrm{b}, \mathrm{c}} 图 V3.E3.F7。ECM 方向对 IMD 的影响：长度明显不同的 ECM ^(a,b,c){ }^{\mathrm{a}, \mathrm{b}, \mathrm{c}} .
Figure V3.E3.F8. ECM Orientation Effects on Barricaded and Unbarricaded IMD and ILD ^(a,b,c)^{\mathbf{a}, \mathbf{b}, \mathbf{c}} 图 V3.E3.F8。ECM 方向对阻隔和非阻隔 IMD 和 ILD 的影响 ^(a,b,c)^{\mathbf{a}, \mathbf{b}, \mathbf{c}} ^(a){ }^{a} See paragraph V3.E3.1.4.1. for application of ILDs from an ECM. ^(a){ }^{a} 有关 ECM 的 ILD 应用，请参见第 V3.E3.1.4.1 段。 ^(b){ }^{\mathrm{b}} See paragraph V3.E3.1.5.2. for application of barricaded IMD and ILD from an ECM. ^(b){ }^{\mathrm{b}} 请参见第 V3.E3.1.5.2 段，了解从 ECM 应用路障 IMD 和 ILD 的情况。
'See Table V3.E3.T6. for application of IMDs between ECMs and AGMs. 有关 ECM 和 AGM 之间 IMD 的应用，请参见表 V3.E3.T6。
