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洪水计算(推理公式法)

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69.37410.678.80149.710.9851.2350.411.75273.7811.0499.801.2351.640.215.60136.8914.6649.901.642.10.119.9868.4518.7724.952.12.580.0524.5434.2223.0612.482.583.85036.620.0034.410.003.85t=1-6hP=10%P=20%P=50%24.521.3516.62576.4465.5248.36152.3179739122.597393680.8028276189.1432109150.403035297.9898562727.47586.84181.109786226.7424.576.44152.3179739189.1421.3565.52122.5973936150.4016.62548.3680.802827697.990.0630.931-0.2934.5392.440684.455.1150.0700.923-0.2954.7802.618556.534.8570.0810.911-0.2995.1072.888426.854.5450.1090.880-0.3045.8413.523249.513.974均值CVCS/CV设计洪峰流量Qp(m3/s)P=5%P=10%P=20%27.40.751.2366.1354.542.0464.21.8289.276.570.212800.523.526002150170053.82.3284.271.366.8均值CVCS/CV设计洪峰流量Qp(m3/s)P=5%P=10%P=20%27.40.751.239.67.96.164.21.8217.314.913.612800.523.5684.5556.5470.153.82.3216.313.813.0

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