(2) The water head of wall pressing and the discharge how a steady relation, fitting through mathematics, the discharge formula of the wall pressing weir flow is Q=0.022085bH~(1.55965).
(2) The water head of wall pressing and the discharge how a steady relation, fitting through mathematics, the discharge formula of the wall pressing weir flow is Q=0.022085bH~(1.55965).
in the situation of the same discharge ,the weir over water head of the wall pressing weir flow is lower by 14%~16% on average than that of the free flow .
(4)When the weir over water head of the wall pressing weir flow increases to a certain extent ,the weir flow will take off the wall and form the free flow under the function of mass force ,its critical wall pressing head H_(T L)=4.99cm~5.05cm .
The maximum flood discharge of spillway is 31318 m3/s with the maximum head of 182m and the flood power of 55860MW,the stilling basin was bulit for energy dissipation at tail end of spillway;
We are of the opinion that among the various small types of the low water-head power stations or electric power stations, the type with water wheel is most suitable for the present countryside of China.
Finite Volume Method is appilied in numerical modeling of the flow in no-pressure tunnel of high water-head reservoir in this paper. The author selects standard k-ε turbulence modeling by weighted poly-turbulence modeling through the comparison of numerical results and model experiment results, there is very good inosculation.
This paper proposes a methodology to locate seismic damage to a water distribution system by monitoring water head online at some nodes in the water distribution system.
An artificial neural network-based inverse analysis method is developed to estimate the water head variations at all nodes that are not monitored based on the water head variations at the nodes that are monitored.
The vertical location where maximum velocity occurs is located on a lower position as the upstream water head increases and the location almost linearly increases with the distance from the front of the spillway.
In the research on spatial hearing and realization of virtual auditory space, it is important to effectively model the head-related transfer functions (HRTFs) or head-related impulse responses (HRIRs).
We are of the opinion that among the various small types of the low water-head power stations or electric power stations, the type with water wheel is most suitable for the present countryside of China. It is better than any type of water turbines, especially when water-head is less than 2 metres.Here we have analysed the head losses in middle-push water wheel, estimated their magnitudes, derived the similarity law of water wheel and pointed out that the kinetic energy flowing out from water wheel can be re...