院报 ›› 2018, Vol. 35 ›› Issue (9): 12-16.DOI: 10.11988/ckyyb.20180533

• 水资源与环境 • 上一篇    下一篇

基于水位-面积-湖容关系的东洞庭湖动态纳污能力分析

黄一凡1, 王金生1, 杨眉2   

  1. 1.北京师范大学水科学研究院 地下水污染控制与修复教育部工程研究中心,北京 100875;
    2.国华卫星应用产业基金管理有限公司,北京 100044
  • 收稿日期:2018-05-23 出版日期:2018-09-01 发布日期:2018-09-18
  • 作者简介:黄一凡(1984-),男,辽宁营口人,博士研究生,研究方向为水资源水环境水生态、三峡工程泥沙。E-mail:huangyifan2005@hotmail.com
  • 基金资助:
    国家自然科学基金项目(41672228);国家重大水专项(2014ZX07201-010)

Dynamic Pollutant Absorption Capacity of East Dongting Lake Based onRelationship among Water Level, Area and Volume

HUANG Yi-fan1, WANG Jin-sheng1, YANG Mei2   

  1. 1.Engineering Research Center of Groundwater Pollution Control and Remediation under Ministry ofEducation, College of Water Sciences, Beijing Normal University, Beijing 100875, China;
    2.Guohua Satellite Applications Industry Fund Management Co., Ltd., Beijing 100044, China
  • Received:2018-05-23 Online:2018-09-01 Published:2018-09-18

摘要: 为测算不同水文水质条件下东洞庭湖动态纳污能力,利用2003—2016年MODIS遥感数据和实测水文数据建立水位-面积-湖容关系模型,提取不同水位、入湖流量、入湖水质条件下的纳污能力计算参数,参照《水域纳污能力计算规程》测算出不同水文水质条件下的东洞庭湖动态纳污能力系数以及COD、氨氮的动态纳污能力。研究结果表明:东洞庭湖纳污能力随着水位、流量、水质而动态变化,COD最小纳污能力为14 200 g/s,大于2016年年均排放强度1 837 g/s,不存在水质超标风险;氨氮最小纳污能力43 g/s,小于2016年年均排放强度275 g/s,水质超标风险大;明确了导致氨氮超标的水文、水质条件,认为氨氮入湖浓度<0.95 mg/L时,湖泊氨氮不超标。主要结论为:①水位-面积-湖容关系模型可为测算湖泊动态纳污能力提供支撑;②建议根据动态水域纳污能力确定污染物排放量,科学利用水环境容量;③东洞庭湖入湖氨氮浓度应控制在0.95 mg/L以下,以保证水质达标。研究成果对维护和改善洞庭湖水环境质量具有重要的现实意义。

关键词: 水域纳污能力, 东洞庭湖, 水位-面积-湖容关系, 水文水质, 氨氮

Abstract: In an attempt to obtain the dynamic pollutant absorption capacity of East Dongting Lake in different hydrological and water quality conditions, a model of relationship among water level, area and volume was established according to MODIS remote sensing data in 2003-2016 and hydrological data. Some calculation parameters in the presence of different water levels, incoming flow rates, and incoming water quality indicators were acquired. According to the Code for calculation of water pollution absorption capacity, the coefficient of pollutant absorption capacity, together with the dynamic absorption capacity of COD and ammonia-nitrogen in different hydrological and water quality conditions was calculated. Authors insisted that the pollutant absorption capacity of East Dongting Lake varies with water level, discharge and water quality dynamically. The minimum absorption capacity of COD is 14 200 g/s, greater than the average emission intensity which is 1 837 g/s in 2016, brewing no risk of standard-exceeding; but the minimum absorption capacity of ammonia-nitrogen is 43 g/s, smaller than the average emission intensity which is 275 g/s in 2016, posing large risk of standard-exceeding of ammonia-nitrogen. Moreover, hydrology and water quality conditions which would result in the standard-exceeding of water quality were determined: when incoming concentration of ammonia-nitrogen stays below 0.95 mg/L, ammonia-nitrogen concentration in the Lake would not exceed standard. We concluded that (1) The established model provides support for the calculation of dynamic pollutant absorption capacity; (2) Pollutant emission could be rearranged reasonably according to the dynamic pollutant absorption capacity. (3) The incoming concentration of ammonia-nitrogen should be controlled under 0.95 mg/L in East Dongting Lake.

Key words: pollutant absorption capacity, East Dongting Lake, relationship among water level, area and volume, hydrology and water quality, ammonia-nitrogen

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