River ecological flow maintenance-orientated reservoir optimizing and dispatching method
A technology of ecological flow and reservoir, applied in special data processing applications, instruments, electrical digital data processing, etc.
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2010-09-15
- Estimated Expiration
- Not applicable · inactive patent
Smart Images
Figure 1 Figure 2 Figure 3
Abstract
Description
technical field
[0001] The invention belongs to the field of river basin water resources management, and relates to a method for optimal operation of a reservoir oriented to maintaining the ecological flow of a river. Background technique
[0002] Reservoirs meet the needs of human beings and at the same time meet the needs of river ecological flow through its regulation, which is a basic task of reservoir regulation and a basic requirement of river ecosystem protection. The existing reservoir optimal dispatching method oriented to the maintenance of river ecological flow can only effectively meet the minimum ecological water demand of the river, that is, after determining the minimum ecological water demand of the river, this value is taken as the minimum discharge of the reservoir. The operating parameters of the reservoir are adjusted to maximize water supply or power generation. However, this dispatching method will inevitably result in the simplification of the river f...
Examples
Embodiment Construction
[0047] The present invention will be further described below with a reservoir in a certain river basin as an example.
[0048] (1) Reservoir inflow flow interval segmentation and parameter range determination
[0049] Using the daily runoff data for many years, the highest flood peak flow F in history is calculated 1 295.08m 3 / s, using the logarithm-Pearson type III probability distribution function, the peak discharge of the flood with a return period of 1.5 years is 42.38m 3 / s as flat beach flow F 2 , the 75th percentile F of the multi-year daily runoff of the reservoir section 3 6.43m 3 / s, the 5th percentile of annual daily runoff F 4 0.57m 3 / s, the historical minimum daily flow F 5 0.27m 3 / s; take three values M 1 , M 2 and M 3 , the daily inflow (F) of the reservoir is divided into four intervals: F≥M 1 (Interval 1); M 2 ≤F1 (Interval 2); M 3 ≤F2 (Interval 3); F3 (Interval 4); the planned water supply Q of each month is the same as 5.79m 3 / s. m 1 ...