雨水貯留浸透桝

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Ｑ2(ｍ3)例12121212121212121122212121212【表6 本手引き[例]による算定結果（ＯＫＺ900一段積み[図3]をもとに設置する場合）】＜引用文献＞＜参考文献＞◆製品別単位設計処理量の早見表浸透桝の計画数量Ｓ（個）及び処理率（％）は[1]で求めた雨水流出量Ｑ（ｍｍ/ｈｒ）と[4]で求めた単位設計処理量Ｖ（ｍ3/ｈｒ）をもとに計画数量を決めます。雨水浸透施設技術指針[案]調査・計画編：（社）雨水貯留浸透技術協会 雨水浸透施設技術指針[案]構造・施工・維持管理編 ：（社）雨水貯留浸透技術協会浸透型流出抑制施設の浸透能力把握方法に関する調査報告書：国土交通省土木研究所河川部総合治水研究室調整池から地下浸透工法の実施まで-住宅・都市整備公団での試み、月間下水道、Vol.5、Vol.4、昭和57年4月号：石原旭下水道における雨水対策の推進、月間下水道、Vol.19、Vol.9、平成8年7月号：名波義昭※本表の条件1.勾配有の場合、その勾配は1：0.3とする。※本表の条件2.製品の周囲(掘削平面の下幅(4方向)に200mm・製品の底版下に厚さ200mm)に砕石層を設ける。※単位設計浸透量Ｑ1は単位設計処理量Vから貯留量Ｑ2を減算すると求められます。0.3403000.7500.3603600.8200.4554501.010OKZ6001.0802.0801.1109002.1101.15012002.1501.15015002.15020001.3002.3000.3800.580OKZK5000.6800.8801.0801.1209002.12012001.1202.120EW15001.1202.1201.20020002.200雨水処理量（Q）76.8（ｍ3/ｈｒ）浸透製品高(ｍ)製品名積段0.7180.5400.7180.9500.1890.7730.5600.1290.2490.7731.0200.8690.6550.2060.8691.2100.4021.121.2800.7341.122.2801.3621.441.3101.3821.442.3102.5711.801.3502.3201.802.3504.3002.141.3503.4302.142.3506.3796.0812.701.5002.702.50011.0681.000.5800.2221.000.7800.3131.000.8800.3591.001.0800.4511.001.2800.5431.601.3201.4591.602.3202.6721.901.3202.2211.902.3204.0953.1532.201.3202.202.3205.8412.801.4005.4912.802.40010.041単位設計処理量(Ｖ)9.729（ｍ3/ｈｒ）単位設計貯留量施設幅Ｗ(ｍ)設計水頭Ｈ(ｍ)勾配無勾配有勾配無勾配有勾配無勾配有勾配無勾配有勾配無勾配有0.10213.934飽和透水係数Ｋｏ(ｍ/ｈｒ) 別単位設計処理量V(ｍ3/ｈｒ)シルト/0.016微細砂/0.126細砂/0.540.2190.1460.1750.3360.3050.4520.1790.2100.2600.4320.3810.5640.2830.3070.3840.6950.5730.8661.1390.9401.3462.8371.6933.1671.9081.6522.1784.3982.9964.8222.9992.6693.3486.5574.8357.0914.2203.8494.6398.9737.0139.6077.2966.6607.87514.66811.90715.5070.2890.3260.3940.4400.4450.5710.5230.5040.6680.7060.6240.8800.9130.7461.1162.0431.7622.3474.6723.1445.1432.9002.5843.2636.3854.6536.9443.9263.5784.3518.4226.4879.0686.5776.0677.15413.44210.88514.2860.6700.7142.5361.0931.2404.0640.7540.8032.8041.2761.4594.6500.9881.0663.5591.7312.0246.1002.3392.7457.6153.9345.40912.3853.4854.01110.3955.8737.70016.7245.0305.70913.9338.46010.71622.1266.6877.47817.39111.31213.90627.52110.58811.80325.39917.59921.19939.0601.0351.1023.7071.3341.4604.6871.4871.6515.1921.7992.0556.2302.1212.4927.3083.8164.40111.5616.3418.34118.3975.0445.72314.3208.43610.72622.6976.4587.23117.31810.86113.44227.3539.97411.06024.70316.60720.00738.181計画数量(Ｓ)9（箇所）処理率114（％）中砂/3.0613.8902.5794.21222.15022.2982.8544.83315.28815.33825.19125.3743.63619.20619.2846.39332.69332.9868.02139.72940.13513.86063.82665.30110.92152.45752.98318.55082.76984.59614.61268.12568.80424.383105.315107.57218.18282.54683.33630.116126.186128.78026.614115.551116.76642.660169.691173.2913.77419.97120.0384.81425.09925.2255.35627.74527.9096.48633.20233.4577.67838.87839.24812.14658.70559.28920.39791.78293.78214.99970.78571.46424.988109.508111.79918.09083.42084.19229.934127.739130.32025.790114.360115.44741.581169.500172.901245.浸透桝の計画数量及び処理率