農業土木河川砂防製品景観資材下水製品暗渠製品貯留・防災製品擁壁製品道路用製品JIS・その他一般製品0.04700.56010.06080.39610.04301/20000.36110.02330.38280.03321/4000.80750.05200.85600.07430.88570.09621/5000.72230.04650.76570.06650.79220.08601/8000.57100.03680.60530.05250.62630.06800.03020.58650.04221/10000.13601/3000.93240.06000.98850.08581.02270.11111/1001.61500.10401.71200.14861.77130.19241/2001.14200.07351.2106(3/)1.25251/20000.27610.01790.34700.02501/8000.4365250400流積A (2)0.02910.04500.05390.0720潤辺S ()0.45260.56120.63780.7945径深R ()0.06430.08020.08450.09060.36940.01660.38250.02060.40060.02881/6000.50400.01470.58400.02630.60470.03260.63350.04561/7000.77591/15000.41700.02690.44200.03840.45740.04971/6000.65930.04250.69890.06070.72310.07851/7000.61040.03930.64710.05620.66950.07271/9000.53830.03470.57070.04950.59040.46840.02520.49071/1500流積A (2)0.06440.08680.1086潤辺S ()0.10510.66970.82630.9829径深R ()0.09620.10500.1105動水勾流速流量Q流速流量Q流速流量QI(/)(3/)(/)(3/)(/)0.01270.50580.02280.52370.02820.54860.03951/9000.41150.01200.47690.02150.49370.02660.51720.03720.03530.31880.0093流量Q流速流量Q1.48120.07981.55170.11170.05591/5000.55210.01610.63980.02881/2000.87300.02541.01160.04551.04740.05651.09720.07901/3000.71280.02070.82590.03720.85520.04610.89590.06450.0357(3/)(/)(3/)1/1001.23460.03591.43060.06440.69390.05000.66240.71530.03220.74060.03990.00800.31990.01440.33120.06411/10000.51070.03290.5414規 格300300300400300500規 格22A1I(/)(3/)(/)(3/)(/)1/4000.61730.01800.39040.01140.45240.02042動水勾流速流量Q流速流量Q流速0.46660.01360.54070.02430.55992002002502502503002．計算式 （マニング式）I=A 2=3流 量13RQ粗度係数 =0.013設計水深 80%1．基本条件R流 速1==A径 深I1■ 円形水路（ＳＫ側溝）※ 流積A潤辺SはCAD算出※ Ⅰ型は、字溝と同等の流量 確保す様設計さていす。ロードレインⅠ型流速・流量表RS201
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