総合カタログVol8

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12231n1nAS1223II■ 円形水路（ＳＫ側溝）ロードレインⅠ型1．基本条件・粗度係数 n=0.013・設計水深 80%2．計算式 （マニング式）・流　量・流　速V=・径　深R=Q=A ・ V=・I・R400×4000.11370.88670.1282流速V流量Q(m3/s)0.2224(m/s)1.95581.38290.15721.12920.12840.97790.11120.87460.09940.79840.09080.73920.08400.69150.07860.65190.07410.61850.07030.50500.05740.43730.0497500×5000.17671.10380.1601流速V流量Q(m3/s)0.4008(m/s)2.26801.60370.28341.30950.23141.13400.20041.01430.17920.92590.16360.85720.15150.80190.14170.75600.13360.71720.12670.58560.10350.50710.0896・A・R・I400×5000.14371.04340.1377流速V流量Q(m3/s)0.2948(m/s)2.05121.45040.20841.18430.17021.02560.14740.91730.13180.83740.12030.77530.11140.72520.10420.68370.09820.64870.09320.52960.07610.45870.0659500×6000.21451.26040.1702流速V流量Q(m3/s)0.5068(m/s)2.36251.67050.35831.36400.29261.18120.25341.05650.22660.96450.20690.89290.19150.83530.17920.78750.16890.74710.16030.61000.13080.52830.1133※ 流積A・潤辺SはCADより算出※ ロードレインⅠ型は、U字溝と同等の流量を確保する様設計されています。400×6000.17321.20000.1443流速V流量Q(m3/s)0.3665(m/s)2.11631.49640.25921.22180.21161.05810.18330.94640.16390.86400.14960.79990.13850.74820.12960.70540.12220.66920.11590.54640.09460.47320.0820500×7000.25171.41710.1776流速V流量Q(m3/s)0.6117(m/s)2.43041.71860.43261.40320.35321.21520.30591.08690.27360.99220.24970.91860.23120.85930.21630.81010.20390.76860.19350.62750.15790.54350.1368流速・流量表規　　格流積A (m2)潤辺S (m)径深R (m)動水勾配1/1001/2001/3001/4001/5001/6001/7001/8001/9001/10001/15001/2000規　　格流積A (m2)潤辺S (m)径深R (m)動水勾配1/1001/2001/3001/4001/5001/6001/7001/8001/9001/10001/15001/2000