Hydraulic and Structural Design of Navigational Locks

Amit Dhanuka, Shivendra Agrawal, H. Mehra
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Abstract

Navigation lock is a structure in the waterway provided to create a safe navigation passage between two water pools which are not at the same level. The reason for difference in water levels can be natural such as tidal variations or can be manmade such as construction of dam or barrage across the river. The main components of Navigation lock comprise of approach channels, lock pit, filling/emptying arrangement. Design of lock depends on lockage time, water level variations, Lock capacity requirements, design vessel size. filling/emptying system shall be designed to work under gravity flow without any pumping requirements. Filling/emptying system is chosen to get appropriate filling/ emptying time. The optimum time for filling and emptying is generally kept between 8.0-10.0 minutes. The size of filling culverts are so computed to attain the optimum time for filling/emptying. Every lock is unique in terms of its geology, location, size, requirements and water level differences. Here typical design aspects of a navigational Lock in inland waterway have been described.
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通航船闸的水力与结构设计
通航船闸是在水道中为不处于同一水平面的两个水池之间建立安全通航通道而设置的一种结构。水位差异的原因可以是自然的,如潮汐变化,也可以是人为的,如在河流上建造大坝或拦河坝。船闸的主要组成部分包括进近通道、船闸坑、填/排空装置。船闸的设计取决于闭闸时间、水位变化、船闸容量要求、设计船舶尺寸。灌装/排空系统应设计成在重力流下工作,而不需要泵送。选择灌装/排空系统,以获得合适的灌装/排空时间。灌装和排空的最佳时间一般保持在8.0-10.0分钟之间。填筑涵洞的尺寸是这样计算的,以获得最佳的填筑/排空时间。每个水闸在地质、位置、大小、要求和水位差异方面都是独一无二的。本文介绍了内河航道船闸的典型设计。
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