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
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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
PUM
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