Method for acquiring reservoir inflow design flood of hydraulic and hydro-power engineering
A technology for designing floods, water conservancy and hydropower, applied in calculation, electrical digital data processing, and special data processing applications, etc., can solve problems such as large differences in main and tributary floods, large differences in padding, and inability to calculate storage design floods, etc. Achieve theoretically rigorous results
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[0057] In this embodiment, a certain water supply reservoir is used as an example to illustrate the calculation of the design flood at the dam site and the design flood entering the reservoir with frequency P=0.1%. The specific implementation process is as follows:
[0058] 1. Engineering data:
[0059] It is known that the catchment area of a river basin is 82.0km 2 ; The designed 24-h rainstorm average is 100mm, Cv=0.5, Cs / Cv=3.5; the topography in the watershed is dominated by hills, with moderate or partial strong karst, and poor vegetation, so the confluence area is designated as I1 area (central Guizhou area ), rainstorm attenuation index n 3 =0.80, Δn 3 It is zone IV.
[0060] The catchment area of the basin above the dam site is 82.0km 2 , the length of the main channel above the dam site is 16.7km, and the weighted average gradient of the main channel above the dam site is 0.0137; the catchment area of the watershed above the backwater end section is 59.0km ...
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