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Optimal Research about the Type of Diffluent Piers with Low Ridge
Author: HuangBingMei
Tutor: XuWeiZhang
School: Guangxi University
Course: Hydraulic Structure Engineering
Keywords: Low Hum diversion pier Energy dissipation Test Body Type Parameters Optimization
CLC: TV653
Type: Master's thesis
Year: 2005
Downloads: 78
Quote: 0
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Abstract
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Water Resources and Hydropower Engineering discharge structure energy dissipation problem is widespread in today's water conservancy sector one of the concerns . Existing research shows that the new joint energy dissipator - Low Hum Piers combines bucket flow diversion of energy dissipation advantages , which can effectively solve the low Froude number flow energy dissipation and erosion problems . In order to be able to lower sill diversion pier in practical engineering application, it is necessary to lower the body sill Piers parameters for further optimization. In this paper, the physical model test based on the low sill Piers figure parameters are optimized for Piers two important body parameters - high pier and contraction ratio, in-depth pilot study through the downstream flow pattern , downstream flow velocity distribution, surface waves the size of the waves on the shore downstream aspects of observations and measurements carried out a detailed analysis and comparison of previous research has been based on the arguments put forward some piers figure calculated empirical formula for engineering design and provide references for further study . At the same time , by optimizing the front and rear downstream flow velocity distribution, surface waves the size of the waves on the shore and other downstream analysis and comparison to verify the low sill shunt after optimization pier made ??more significant effect of energy dissipation , suggested that it be extended to the actual project .
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CLC: > Industrial Technology > Hydraulic Engineering > Water control,hydraulic structures > Discharge structure > Energy dissipation and scour protection facilities
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