义泽河闸工程规模模拟演算分析  

Yize Sluice-Scale Simulation of Construction and Calculation Analysis

作　　者：胡承超 许广东[1] 徐永波[2] 

机构地区：[1]江苏省水文水资源勘测局淮安分局,江苏淮安223005 [2]淮安市水利勘测设计研究院有限公司,江苏淮安223005

出　　处：《南水北调与水利科技》2009年第3期111-113,共3页South-to-North Water Transfers and Water Science & Technology

摘　　要：感潮河段的涝水和潮水的关系较为复杂,二者并无内在联系,二者组合问题目前尚无完善的解决办法,现以实测资料推求出感潮河的设计涝水和设计潮位、潮型,试用半日河川水库动态水量平衡法对感潮河段上的水位进行模拟演算,以推求闸门合理的设计宽度。The relationship between tidal reach and the flood water is complex, and with no intrinsic link between them. There is no perfect combination of solutions, The measured data in this article are used to inquire into the design flood and design tide water, wave type by a half-day river reservoir water balance method to simulate the water level to inquire into the design of a reasonable width of the gate.

关 键 词：感潮河 半日河川水库 动态水量平衡法 闸门宽度 

分 类 号：TV663[水利工程—水利水电工程] TV32