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航空高光谱遥感反演城市河网水质参数
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  • 英文篇名:Inversion of Water Quality Parameters of Urban River Network Using Airborne Hyperspectral Remote Sensing
  • 作者:林剑远 ; 张长兴
  • 英文作者:LIN Jianyuan;ZHANG Changxing;School of Engineering Science,University of Chinese Academy of Sciences;Chinese Society for Urban Studies;School of Information Engineering,China University of Geosciences;
  • 关键词:航空高光谱 ; 半经验法 ; 水质参数反演 ; 城市河网 ; 化学需氧量 ; 生化需氧量 ; 总磷 ; 总氮
  • 英文关键词:airborne hyperspectral;;semi-empirical method;;water quality parameter retrieving;;urban river network;;COD_(cr);;BOD_5;;TP;;TN
  • 中文刊名:YGXX
  • 英文刊名:Remote Sensing Information
  • 机构:中国科学院大学工程科学学院;中国城市科学研究会;中国地质大学(武汉)信息工程学院;
  • 出版日期:2019-04-20
  • 出版单位:遥感信息
  • 年:2019
  • 期:v.34;No.162
  • 基金:水体污染控制与治理科技重大专项(2011ZX07301-004)
  • 语种:中文;
  • 页:YGXX201902004
  • 页数:7
  • CN:02
  • ISSN:11-5443/P
  • 分类号:26-32
摘要
针对多光谱遥感对内陆城市河网水体水质参数反演精度不高的问题,基于航空和水表高光谱遥感数据,利用半经验法对COD_(cr)、BOD_5、TP和TN进行定量反演。对水质采样化验数据和水表反射率进行相关性分析,计算最佳波段组合分别为650nm/683nm、689nm/667nm、692nm/649nm、787nm/678nm;建立研究区COD_(cr)、BOD_5、TP和TN水质参数反演模型,水质参数决定系数R~2分别为0.74、0.70、0.69、0.71,均方根误差RMSE分别为2.79、1.92、0.02、0.16,拟合效果次序为COD_(cr)>TN> BOD_5>TP。利用验证样点对实验结果进行定量分析,反演效果次序为TN>COD_(cr)>BOD_5>TP,平均相对误差分别为2.6%、12.9%、16.7%、22%,基本与模型拟合效果次序一致,反演的水质浓度分布与城市河网的特点和实际情况相符,为流动性大、水质状况分布错综复杂的城市河网水质监测提供参考。
        To resolve the problem of poor accuracy of inversion of water quality parameters of river network in inland cities while using multi-spectral remote sensing method,this paper carried out quantitative inversion of COD_(cr),BOD_5,TP and TN based on aeronautical and water surface hyperspectral remote sensing data using semi-empirical method.It analyzed the correlation between water quality sampling data and water surface reflectivity;calculated the optimal combination of band ratios which is 650 nm/683 nm,689 nm/667 nm,692 nm/649 nm,787 nm/678 nm,respectively;established an inversion model based on water quality parameters which are COD_(cr),BOD_5,TP and TN in the study area.The determination coefficients R~2 were0.74,0.70,0.69,0.71,and the root mean square errors(RMSE)were 2.79,1.92,0.02,and 0.16.The order of the fitting effect was COD_(cr)>TN>BOD_5>TP.The order of inversion effects was TN>COD_(cr)>BOD_5>TP based on quantitative analysis of experimental results using verification samples.The average relative error was 2.6%,12.9%,16.7%,22%,respectively,which was roughly consistent with the fitting effect order of the model.The inversion of the water quality concentration distribution was consistent with the characteristics and actual conditions of the urban river network.The above result of this study provided reference for monitoring water quality of urban river networks with large liquidity and complicated water quality distribution.
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