| 河流纳污能力计算方法比较 |
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| 引用本文： | 路雨,苏保林.河流纳污能力计算方法比较[J].水资源保护,2011,27(4):5-9. |
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| 作者姓名： | 路雨 苏保林 |
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| 作者单位： | 北京师范大学水科学研究院,北京,100875 |
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| 基金项目： | 国家"十一五"科技重大专项水体污染控制与治理项目 |
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| 摘 要： | 在一定水文设计条件和水质目标前提下,根据一维河流水质模型理论,探讨基于不同排污口位置、不同控制断面设定、不同稀释容量分配情景下的河流纳污能力计算方法,比较其结果的差异性。以温州市飞云江河段为例,分析不同计算方法对河流纳污能力计算结果的影响,提出各种方法的优缺点及适用性,为河流纳污能力研究提供技术依据。
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| 关 键 词： | 排污口概化 纳污能力 控制断面 稀释容量分配 系数分配法 |
| 修稿时间： | 2011/8/4 0:00:00 |
Comparison of water environment capacity calculation methods for a river system |
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| LU Yu,SU Bao-lin.Comparison of water environment capacity calculation methods for a river system[J].Water Resources Protection,2011,27(4):5-9. |
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| Authors: | LU Yu SU Bao-lin |
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| Affiliation: | LU Yu,SU Bao-lin(College of Water Sciences,Beijing Normal University,Beijing 100875,China) |
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| Abstract: | Based on the hydrological conditions,water quality targets,and one-dimensional water quality modeling theory,different water environment capacity calculation methods for a river system were examined by considering different sewage outlet positions,selections of control cross-sections,and allocations of dilution capacity.Through a case study of the Feiyunjiang River in Wenzhou City,the influences of the different calculation methods on the calculated results of water environment capacity were analyzed,and th... |
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| Keywords: | generalization of sewage outlets water environment capacity control cross-section allocation of dilution capacity coefficient allocation method |
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