澜沧江西双版纳段入汇支流水环境容量核算与总量控制方案研究
Evaluation of Water Environmental Capacity and Pollutant Load Control Strategies for Tributaries Entering the Lancang River in Xishuangbanna
投稿时间:2025-03-06  修订日期:2025-05-26
DOI:
中文关键词:  水环境容量  总量控制  点源污染  农田面源污染  水污染防治措施  MIKE11  西双版纳州
英文关键词:Water environmental capacity  Total quantity control  Point source pollution  Farmland non-point source pollution  Water pollution prevention and control measures  MIKE11  Xishuangbanna prefecture
基金项目:国家重点研发计划长江黄河等重点流域水资源与水环境综合治理(2022YFC3202800);长江生态环境保护修复联合研究二期项目(2022-LHYJ-02-0303)
作者单位邮编
金超 中国水利水电科学研究院水生态环境研究所 100038
周锐 云南省水利水电勘测设计研究院 
马巍* 中国水利水电科学研究院水生态环境研究所 100038
陈杰 云南省水利水电勘测设计研究院 
窦娟 云南省水利水电勘测设计院有限公司 
张旭 中国水利水电科学研究院水生态环境研究所 
摘要点击次数: 32
全文下载次数: 0
中文摘要:
      基于西双版纳州部分河流水质不达标的情况,本文系统整理了西双版纳州境内南果河、流沙河、南阿河、罗梭江、南腊河等河流水质状况,分析了区域污染源分布特征,采用MIKE11模型计算了控制单元水环境容量(COD、NH3-N、TP),提出了针对特征污染点、面源总量控制与削减方案。结果表明:(1)西双版纳州COD主要污染来源为城镇、农村生活(37%、26%)及畜禽养殖(25%),NH3-N为城镇生活(60%),TP为农业面源(49%);(2)境内主要河流点源水环境容量为COD 14657 t/a、NH3-N 1274.35 t/a、TP 167.80 t/a,面源水环境容量为COD 35278 t/a、NH3-N 3291.36 t/a、TP 367.61 t/a;(3)境内南果河(入版纳至那勾坝断面)TP以及南腊河(上游至勐捧岔河断面)COD、TP指标不满足面源污染总量控制要求,分别应削减2.01 t/a、182.40 t/a、22.24 t/a;(4)西双版纳州主要河流水质总体较好,雨季超标受农田面源、畜禽养殖污染影响较大,通过强化测土配方(精准施肥)、提高畜禽粪便综合利用等措施可实现面源污染负荷的总量控制。本研究可为西双版纳州水环境保护与河长制管理提供决策参考。
英文摘要:
      In response to substandard water quality observed in parts of Xishuangbanna Prefecture, this study assessed the water quality status of major rivers, including the Nanguo, Liusha, Nana, Luosuo, and Nanla Rivers. The spatial distribution of pollution sources was analyzed, and the MIKE11 model was employed to estimate the water environmental carrying capacities for chemical oxygen demand (COD), ammonia nitrogen (NH?-N), and total phosphorus (TP) across designated control units. Strategies for the control and reduction of both point- and nonpoint-source pollution were also proposed. Results show that COD pollution primarily originates from urban domestic sewage (37%), rural domestic sewage (26%), and livestock and poultry farming (25%); NH?-N predominantly stems from urban domestic sewage (60%); and TP mainly arises from agricultural nonpoint sources (49%). The calculated carrying capacities for point sources are 14,657 t/a (COD), 1,274.35 t/a (NH?-N), and 167.80 t/a (TP), while those for nonpoint sources are 35,278 t/a (COD), 3,291.36 t/a (NH?-N), and 367.61 t/a (TP). Specifically, TP concentration in the Nanguo River (from the prefectural boundary to the Nagouba section) and both COD and TP concentrations in the Nanla River (from upstream to the Mengpengchahe section) exceed the total allowable loads for nonpoint-source pollution, requiring reductions of 2.01 t/a, 182.40 t/a, and 22.24 t/a, respectively. Overall, water quality of major rivers remains relatively good; however, exceedances during the rainy season are primarily driven by agricultural runoff and livestock farming. Strengthening soil testing (i.e., precise fertilization practices) and enhancing the utilization of livestock and poultry manure are recommended to effectively mitigate nonpoint source pollution. This study provides a scientific basis for water environment management and supports the implementation of the River Chief System (RCS) in Xishuangbanna Prefecture.
  查看/发表评论  下载PDF阅读器
关闭