Q=A =0.19351/15000.58560.10350.61000.13080.62750.15791/3001.30950.23141.36400.29261.40320.35321/4001.13400.20041.1812(3/)(/)1/7000.73920.08400.77530.11140.79990.13851/20000.50710.08960.52830.11330.54350.13680.24971/7000.85720.15150.89290.19150.91860.23121/8000.80190.14170.83530.17920.85930.21631/9000.75600.13360.78750.20390.74710.16030.76860.16360.96450.61170.43261.10381.26041.41711/9000.65190.07410.6837流量Q流速1/20000.43730.04970.45870.06590.47320.0820潤辺S ()1/10000.61850.07030.64870.09320.66920.115932S11.18430.17021.22180.21160.91730.13180.94640.16391/6000.79840.09080.83740.12030.86400.1496AR2I1流 量1/5000.87460.0994規 格400400400500400600規 格500500500600500700流積A (2)0.17670.21450.2517径深R ()0.12820.13770.1443(3/)1/1001.95580.22242.0512流積A (2)0.11370.14370.1732潤辺S ()0.88671.04341.200032※ 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。A径 深R=流速・流量表1．基本条件粗度係数 =0.013設計水深 80%2．計算式 （マニング式）1R2I1流 速=1/10000.71720.12670.16890.81011/5001.01430.17921.05650.22661.08691/6000.92590.20690.99221/1002.26800.40082.36250.50682.43041/2001.60370.28341.67050.35831.71860.2736径深R ()0.16010.17020.1776動水勾流速流量Q流速流量QI(/)(3/)0.25341.2152(/)0.3059(3/)0.72520.10420.74820.12961/4000.97790.11121.02560.14741.05810.18330.09820.70540.12221/15000.50500.05740.52960.07610.54640.0946動水勾流速流量Q流速流量Q流速流量QI1/2001.38290.15721.45040.20841.49640.25921/3001.12920.1284(/)(3/)(/)(3/)(/)0.29482.11630.36651/8000.69150.0786■ 円形水路（ＳＫ側溝）ロードレインⅠ型202
元のページ ../index.html#204