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Optimal Design of Wetland Ecological Water in the Shuangtaizi Estuary, Panjin

机译:潘津河滩河水河口湿地生态水的优化设计

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摘要

The protection and utilization of wetland have been more and more important. According to measured water levels, discharge and cross-sections of the Shuangtaizi River network, this paper builds a hydrodynamic model to simulate water and salt movement based on the Mikell. The model was calibrated and validated by measured water levels of July, 2009. A series of irrigation scheme for the reed field were designed according to the hydrological characteristics of the wetland. The results show that volume of water shortage is 65.1 million cubic meters in dry years, 4.2 million cubic meters in average years and 40.5 million cubic meters in wet years. With the expansion of water facilities, the water shortage reduced to 30.6 million cubic meters, 16.3 million cubic meters and 17.4 million cubic meters respectively in dry years, average years and wet years. In wet years and average years, salinity of tidal prism water can satisfy the requirements of irrigation. However, due to high tide salinity in dry years, irrigation can not be directly used for the reed field.
机译:湿地的保护和利用越来越重要。根据测量的水平,双级河网的排放和横截面,本文建立了一种基于Mikell的水和盐运动的流体动力学模型。该模型被2009年7月的测量水平校准并验证。根据湿地的水文特征,设计了一系列芦苇领域的灌溉方案。结果表明,潮流量的缺水量为6510万立方米,平均平均等年420万立方米,潮湿年间40.5百万立方米。随着水设施的扩大,水资源短缺分别减少到3060万立方米,分别在干燥年份,平均年度和潮湿的年龄,分别为1630万立方米,1630万立方米和1740万立方米。在潮湿年份和平均年度,潮汐棱镜水的盐度可以满足灌溉的要求。然而,由于干燥年份的潮潮高度,灌溉不能直接用于芦苇领域。

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