A Flood Dispatch Scheme Optimization Method
A flood dispatching and dispatching scheme technology, applied in data processing applications, forecasting, instruments, etc., can solve problems such as inability to realize automatic decision-making
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0024] A method for optimizing a flood dispatching scheme, comprising the following steps:
[0025] Step 1: Classify the flood according to the magnitude of the flood. The basis for the classification is: all the reservoir projects in the watershed fail to reach the design standard flood level when preventing floods, and this flood corresponds to the flood magnitude of the river basin. When the flood prevention reaches the design standard flood level, this flood corresponds to the basin flood level II; when any reservoir project in the basin prevents floods, the reservoir water level exceeds the design standard flood level, then this flood corresponds to the basin flood level III;
[0026] According to the characteristics of super-standard floods in the basin, the magnitude of super-standard floods is a process that changes with time. The development process of super-standard floods is divided into three stages, which correspond to flood magnitudes (Ⅰ, Ⅱ, and Ⅲ).
[0027] Step...
Embodiment 2
[0108] Taking the middle reaches of the Yangtze River Basin as the research object, the flood control system projects involved in flood control dispatching include Xiluodu, Xiangjiaba and Three Gorges Reservoirs.
[0109] Adopt the decision tree of the scheme construction of embodiment 1. Among them, the decision tree of flood magnitude II is as follows: Figure 5 shown.
[0110] Forecast the typical 1% flood of 1954 in the middle reaches of the Yangtze River Basin (current flood level is II, design standard flood, flood type 1), according to the first branch of the decision tree and the forecasted flood type 1, find the standard flood peak or The second branch corresponding to the flood volume; the current water level of Xiluodu, Xiangjiaba and Three Gorges Reservoirs is Combination A. According to the water level and storage capacity curve, the current remaining flood control storage capacity accounts for 80% of the flood control storage capacity, and the corresponding wate...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 


