表1：水库设计洪水位时，河槽正常水深ht试算表。单位：m水深h
6788.58.68.78.71
面积A湿周X水力半径R谢才系数C312.00.004.8832.553.0066.005.5233.23416.0068.006.1233.81442.0069.006.4134.07447.2069.206.4634.12452.4069.406.5234.17452.9269.426.5234.17
序号
1
2345671011121314
水深h
12344.45677.588.71
99.3910面积A湿周X水力半径R谢才系数C
52.0054.000.9624.84104.0056.001.8627.72156.0058.002.6929.48208.0060.003.4730.76228.8060.803.7631.18260.0062.004.1931.75312.00.004.8832.553.0066.005.5233.23390.0067.005.8233.53416.0068.006.1233.81452.9269.426.5234.17468.0070.006.6934.31488.2870.786.9034.49520.0072.007.2234.76
算表。单位：m
流量Q流速V
709.162.278.282.471100.082.1205.252.731226.612.741248.072.761250.222.76
流量Q流速V
40.090.77124.221.19238.521.53376.661.81437.621.91534.522.06709.162.278.282.47997.702.561100.082.1250.222.761313.062.811398.882.861536.002.95水位M
406.00407.00408.00409.00409.40410.00411.00412.00412.50413.00413.71414.00414.39415.00
