带多级省水池的省水船闸实际省水率计算方法

    Calculation Method for the Actual Water-Saving Rate of a Water-Saving Lock with Multi-Stage Basins

    • 摘要: 省水船闸的实际省水率常因省水池实际面积差异及灌泄水剩余水头的影响而低于理论值,影响区域水资源高效利用。本文基于水量平衡原理,建立了同时考虑各级省水池实际面积与灌泄水剩余水头的实际省水率计算模型,推导了相应的数学公式,并开发了配套计算程序。结果表明:经验证,本文推导的多级省水船闸实际省水率计算公式与规范计算结果一致;案例表明,当其中某级省水池面积与闸室面积比由0.2逐渐增大至2时,该级省水池的最大水位差将大幅降低(由8.84m变化至2.45m),其余省水池的最大水位差有小幅降低(由4.72m变化至3.87m),省水率由58.08%变化为65.56%;当某一级省水池灌水或泄水剩余水头由0.2m增加至2m时,该级省水池最大水位差由4.09m变化至3.43m,其余省水池最大水位差由4.09m变化至4.27m,省水率由63.63%变化为62.07%。

       

      Abstract: The actual water-saving efficiency of water-saving locks is often lower than the theoretical value due to variations in the actual area of water-saving basins and the influence of residual heads during filling and emptying, which affects the efficient utilization of regional water resources. Based on the principle of water balance, this study establishes a computational model for determining the actual water-saving rate, incorporating both the actual areas of multi-level water-saving basins and the residual heads during filling and emptying. Corresponding mathematical formulas are derived, and a supporting calculation program is developed. The results show that the proposed formula for calculating the actual water-saving rate of multi-level water-saving locks is consistent with standard computational outcomes. A case study demonstrates that when the area ratio of one water-saving basin to the lock chamber increases from 0.2 to 2, the maximum water level difference in that basin decreases significantly from 8.84m to 2.45m, while the maximum water level differences in other basins slightly decrease from 4.72m to 3.87m, and the overall water-saving rate increases from 58.08% to 65.56%. Additionally, when the residual head during filling or emptying in one basin increases from 0.2m to 2m, the maximum water level difference in that basin changes from 4.09m to 3.43m, while in other basins it changes from 4.09m to 4.27m, with the water-saving rate varying from 63.63% to 62.07%.

       

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