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差动式挑流消能冲坑深度初探
引用本文:吴鹏,侍克斌,夏新利.差动式挑流消能冲坑深度初探[J].中国水利,2009(2):37-39.
作者姓名:吴鹏  侍克斌  夏新利
作者单位:1. 新疆农业大学水利与土木工程学院,830052,乌鲁木齐
2. 新疆克孜尔水库管理局,842313,拜城
基金项目:新疆水利水电工程重点学科基金,新疆高校科研计划重点项目 
摘    要:从能量损失的途径出发,把挑流能量损失过程分成4个阶段,并引入流速修正系数,修正无能量损失情况下求出的流速,从而得到入水前的水流流速。在得到冲坑内的能量损失后,由单位体积消能率来推算水体体积。再用几何方法求得水体最大冲刷深度,从而得到冲坑深度。

关 键 词:挑流  差动  消能  修正系数

Study on depth of scour hole in trajectory bucket type energy dissipation
Wu Peng,Shi Kebin,Xia Xinli.Study on depth of scour hole in trajectory bucket type energy dissipation[J].China Water Resources,2009(2):37-39.
Authors:Wu Peng  Shi Kebin  Xia Xinli
Affiliation:Wu Peng, Shi Kebin, Xia Xinli
Abstract:Four stages are divided for the process of ski-jump energy loss. Correction coefficient of flow is introduced for modifying flow under the condition of no energy loss, so that flow speed before entering water can be obtained. After obtaining energy loss inside the scour hole, volume of water bodies can be calculated from unit volume energy dissipation rate. Afterward, geometrical method is adopted to derive the maximum scouring depth, and then the depth of scour hole.
Keywords:ski-jump  differential  energy dispassion  correction coefficient
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