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溢洪道设计实例

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8Р2-2Р2.60Р104Р5.19Р1.37Р3.98Р45.2Р2.3Р71.81Р0.02Р0.0025Р0.0025Р8Р11.58Р3-3Р2.45Р98Р5.51Р1.55Р4.00Р44.9Р2.18Р71.17Р0.06Р0.003044Р0.001456Р30.67Р42.25Р4-4Р2.30Р92Р5.87Р1.76Р4.06Р44.6Р2.06Р70.5Р0.01Р0.003750Р0.00125Р80Р122.25Р5-5Р2.15Р86Р6.28Р2.01Р4.16Р44.3Р1.94Р69.8Р0.13Р0.004567Р0.000433Р300.23Р422.28Р6-6Р2.03Р81.2Р6.65Р2.26Р4.29Р44.06Р1.84Р69.19Р校Р核Р水Р位Р1-1Р3.5Р140Р5.71Р1.67Р5.166Р0.003Р47Р2.98Р74.97Р0.002088Р0.002912Р1.03Р1.03Р2-2Р3.35Р134Р5.97Р1.82Р5.169Р46.7Р2.87Р74.50Р0.024Р0.002405Р0.002595Р9.25Р10.28Р3-3Р3.20Р128Р6.25Р1.99Р5.193Р46.4Р2.76Р74.02Р0.075Р0.002863Р0.002137Р35.10Р45.38Р4-4Р3.00Р120Р6.67Р2.27Р5.268Р46Р2.61Р73.33РР0.135Р0.003532Р0.001468Р91.96Р137.34Р5-5Р2.8Р112Р7.14Р2.60Р5.403Р45.6Р2.46Р72.60Р0.216Р0.004431Р0.000569Р379.61Р516.95Р6-6Р2.6Р104Р7.69Р3.02Р5.619Р45.2Р2.30Р71.81

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