Determination method of optimal water diversion flow rate for main stream of veined river network in estuary

A method to determine the main stream technology, applied in the field of hydraulics and river dynamics, to achieve the effect of less investment, stimulate the movement ability of water body, and accelerate the transport of pollutants

Active Publication Date: 2022-06-03
FUJIAN PROVINCIAL INVESTIGATION DESIGN & RES INST OF WATER CONSERVANCY & HYDROPOWER
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The main technical problem to be solved by the present invention is: according to the characteristics of the river network, tidal runoff conditions and the distribution of pollutants, determine the optimal flow of water transfer and flushing, so as to obtain the best effect of pollutant treatment in the river network

Method used

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  • Determination method of optimal water diversion flow rate for main stream of veined river network in estuary
  • Determination method of optimal water diversion flow rate for main stream of veined river network in estuary
  • Determination method of optimal water diversion flow rate for main stream of veined river network in estuary

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0071]

[0075] TRMAX

[0077]

[0079]

[0081] Q

[0083]

[0085]

[0087] Q

[0089] H

[0091] H

[0093]

[0095]

[0097] H

[0098]=0.6532×[2.877‑(‑1.07+5691×0.046818 / 100)]

[0099]=0.6532×[2.877-1.594]=0.6532×1.283=0.838(m)

[0101]=2.5448, A

[0103]

[0106]=2.5448×L

[0108]

[0109] CMAX

[0110]=2.5448×LMAXC

[0111]=2.5448×1.196

[0112] The peak value of the main stream is located at 1.196km downstream of the first upstream pollution source discharge point, that is, 2.792km away from the mouth.

[0115]

[0117] Q

[0118] The main stream south big pond drainage canal pollution source ammonia nitrogen discharges the maximum flow peak position along the process:

[0119]

[0121] QMAX

[0122]=0.0064×1.2

[0123]=0.09044 (m

[0125]

[0128]

[0130]

[0133]=3.102×2.373

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Abstract

The invention discloses a method for determining the optimal water diversion flow rate of the main stream of the vein-like river network in an estuary. The present invention is divided into four parts, the first is to investigate and collect the plane distribution of the river network and the geometric characteristics of the river, and determine the weighted slope and weighted river width of the main river network; the second is to determine the key hydraulic elements of the mouth section, including the tidal range and the maximum tide and ebb Wide flow relationship, maximum water depth, minimum water depth at the mouth, maximum flood velocity and maximum ebb velocity; the third is to determine the maximum average discharge concentration of ammonia nitrogen from the pollution source of the main stream and the distribution law and peak value of the discharge flow along the process; the fourth is to determine the optimal water diversion and flushing flow of the main stream and the corresponding maximum average ammonia nitrogen concentration. The optimal water diversion flow determination method for the main stream of the vein-like river network in the estuary is given. Under the complex game conditions of tidal currents and runoff, the solution method for water diversion flow with the best effect of weakening the ammonia nitrogen concentration of river pollutants is given. The core technical problem in the most efficient and economically feasible method of pollution problem.

Description

Determination method of optimal water diversion flow for the main stream of estuarine leaf-veined river network technical field The present invention relates to the field of hydraulics and river dynamics, specifically the optimal water diversion of the main stream of the estuary leaf-veined river network. Flow determination method. Background technique my country has a vast territory, developed water systems, and dense river networks, which are accompanied by the rapid development of social economy and the pace of urbanization. Speeding up, the problem of pollutant control in the river network has become increasingly prominent. According to incomplete statistics, as of 2016, there were 295 cities above the prefecture level in the country. In the city, 1,811 black and odorous water bodies were found in 216 cities. The problem of pollution control in the river network has become a problem related to social civilization, urban A major ecological issue for development a...

Claims

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Application Information

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Patent Type & AuthorityPatents(China)
IPC IPC(8): G06Q10/04G06Q50/26E02B3/02
CPCG06Q10/04G06Q50/26E02B3/02Y02A20/402
Inventor杨首龙梁越何文兴程永隆王乐乐王星莉何承农付开雄
OwnerFUJIAN PROVINCIAL INVESTIGATION DESIGN & RES INST OF WATER CONSERVANCY & HYDROPOWER