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MIKE 21 在评估受工业城污水排放影响的河口水质时空变化中的适用性。

Applicability of MIKE 21 to assess temporal and spatial variation in water quality of an estuary under the impact of effluent from an industrial estate.

机构信息

DHI (India) Water & Environment Pvt. Ltd., B-220, CR Park, Delhi 110019, India.

出版信息

Water Sci Technol. 2011;63(9):1932-43. doi: 10.2166/wst.2011.193.

DOI:10.2166/wst.2011.193
PMID:21902033
Abstract

This study aims at analysing the impact of wastewater load of industrial units in Haldia on the water quality of the Hoogly estuary using numerical modelling techniques. Modelling was never attempted in this region because it was generally felt that simulating such a complex system would not be easy with limited data availability but MIKE 21, a hydrodynamic and water quality model, was used to simulate BOD and DO profiles in the study area and simulation provided reasonably good predictions. A scenario assessment was also carried by increasing the flows from various sources to understand the site-specific relationships between pollution sources and water quality conditions and also to calculate the assimilative capacity of Hoogly with respect to waste discharged from the industrial units at Haldia. The results suggested that water quality of the canal towards closed Oil Jetty was highly deteriorated due to stagnant pond condition and discharges from a refinery. But large part of the canal was found to be well drained under tidal influence as a consequence of which both DO and BOD conform to the prescribed water quality standards most of the times. The impact of industrial waste load on the Hoogly was found to be negligible and the radius of influence was limited to about 200-300 m across the estuary and about 1.6 km along the shore during ebb conditions. Assimilative capacity of the region was estimated to be 837 kg/d as against the present load of 121 kg/d. The study suggested that the estuary had good dilution capacity and intense tidal mixing helped in rapidly diluting the pollutants.

摘要

本研究旨在利用数值建模技术分析豪拉(Haldia)地区工业单位的废水负荷对胡格利(Hoogly)河口水质的影响。由于普遍认为在数据有限的情况下模拟如此复杂的系统并不容易,因此该地区从未尝试过建模,但我们使用了 MIKE 21 水动力和水质模型来模拟研究区域的 BOD 和 DO 分布,模拟结果提供了相当合理的预测。还进行了情景评估,通过增加来自各种来源的流量来了解特定于该地点的污染源与水质条件之间的关系,并计算豪格利对来自豪拉(Haldia)工业单位排放的废物的同化能力。结果表明,由于停滞池塘的条件和炼油厂的排放,通往封闭的石油码头的运河水质严重恶化。但由于潮汐的影响,大部分运河排水良好,因此大部分时间 DO 和 BOD 都符合规定的水质标准。研究发现,工业废水负荷对豪格利的影响可以忽略不计,影响半径在河口处约为 200-300 米,在退潮时沿岸边约 1.6 公里。该地区的同化能力估计为 837 千克/天,而目前的负荷为 121 千克/天。研究表明,该河口具有良好的稀释能力,强烈的潮汐混合有助于迅速稀释污染物。

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