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保水堰过流能力的试验研究
引用本文:王凯,郭彬. 保水堰过流能力的试验研究[J]. 水利科技与经济, 2010, 16(9): 1026-1028
作者姓名:王凯  郭彬
作者单位:1. 中国水电建设集团港航建设有限公司,天津,300461
2. 中国水力电力对外公司,北京,100011
摘    要:保水堰是一种新型的衔接水工建筑物,是分段低压输水系统的关键部分,它的过流能力影响到整个系统的过水能力。通过物理模型试验,研究了具有代表性的两个保水堰在自由出流情况下的流量系数的变化规律,用最小二乘法对试验数据进行了拟合,得到了流量系数与堰上水头的关系式,为实际工程提供参考。

关 键 词:模型试验  保水堰  流量系数  最小二乘法

Study on the Conveyance Capacity of the Water-keeping Weir
WANG Kai,GUO Bing. Study on the Conveyance Capacity of the Water-keeping Weir[J]. Water Conservancy Science and Technology and Economy, 2010, 16(9): 1026-1028
Authors:WANG Kai  GUO Bing
Affiliation:1. Sinohydro Harbour Co. , Ltd, TianJin 300461, China; 2. China International Water & Electric Corp, Beijing 100011, China)
Abstract:The water - keeping weir is one of the new hydraulic structures which is using as a connecting project, it is the key part of the water conveyance system of segmentation and Low - Pressure, the conveyance capacity of the weir effects the whole system. This text studied the change law of the flow coefficient of two typical water - keeping weirs working in the free flow situation by the physical models, using the least square method to fit the date of the experiments, got the relations of the flow coefficient and the weir head, provided a reference to the practical project.
Keywords:Model experimen  Water -keeping weir  Flow coefficient  Least square method
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