Optimal design of monitoring networks for multiple groundwater quality parameters using a Kalman filter: application to the Irapuato-Valle aquifer
详细信息    查看全文
  • 作者:H. E. J煤nez-Ferreira ; G. S. Herrera…
  • 关键词:Optimal monitoring network ; Geostatistics ; Kalman filter ; Groundwater quality ; Priority zones
  • 刊名:Environmental Monitoring and Assessment
  • 出版年:2016
  • 出版时间:January 2016
  • 年:2016
  • 卷:188
  • 期:1
  • 全文大小:6,789 KB
  • 参考文献:ASCE (American Society of Civil Engineers). (2003). Long-term groundwater monitoring: the state of the art. USA: Task Committee on the State of the Art in Long-term Groundwater Monitoring Design.
    Banning, A., Cardona, A., & R眉de, T. (2012). Uranium and arsenic dynamics in volcano-sedimentary basins鈥攁n exemplary study in north-central Mexico. Applied Geochemistry, 27, 2160鈥?172.CrossRef
    Cardona, A., Carrillo-Rivera J. J., Castro-Larragoitia, G. J., & Graniel-Castro, E. (2008). Combined use of indicators to evaluate waste water contamination to local flow systems in semi-arid regions: San Luis Potosi, Mexico. Selected Papers Series of the International Association of Hydrogeologists (SPS-IAH) on the theme: 鈥淕roundwater flow understanding from local to regional scales鈥?/em>. Balkema, Taylor & Francis, 85鈥?04.
    Carrillo-Rivera, J. J., Cardona, A., & Edmunds, W. M. (2002). Use of abstraction regime and knowledge of hydrogeological conditions to control high-fluoride concentration in abstracted groundwater: San Luis Potos铆 basin, M茅xico. Journal of Hydrology, 261, 24鈥?7.CrossRef
    Chadalavada, S., Datta, B., & Naidu, R. (2011). Uncertainty based optimal monitoring network design for a chlorinated hydrocarbon contaminated site. Environmental Monitoring and Assessment, 173, 929鈥?40.CrossRef
    CEASG (Geof铆sica de Exploraciones GUYSA, S.A. de C.V.). (1998). Estudio hidrogeol贸gico y modelo matem谩tico del acu铆fero del Valle de Irapuato鈥擵alle de Santiago. Documento del plan estatal hidr谩ulico de Guanajuato, M茅xico.
    Dutta, D., Das Gupta, A., & Ramnarong, V. (1998). Design and optimization of a ground water monitoring system using GIS and multicriteria decision analysis. Ground Water Monitoring and Remediation, 18(1), 139鈥?47.CrossRef
    Gonz谩lez, L., Herrera, G., Cardona, A., Mora, J., J煤nez, H. E., Becerra, L., & Guti茅rrez, C. (2003). Contaminaci贸n difusa en el agua subterr谩nea en el acu铆fero Irapuato-Valle, Gto. M茅xico: Comisi贸n Nacional del Agua, IMTA (Instituto Mexicano de Tecnolog铆a del Agua).
    Hergt, T. (2009). Dise帽o optimizado de redes de monitoreo de la calidad del agua de los sistemas de flujo subterr谩neo en el acu铆fero 2411 鈥淪an Luis Potos铆鈥? Hacia un manejo sustentable, Tesis de doctorado, Universidad Aut贸noma de San Luis Potos铆.
    Herrera, G. S. (1998). Cost effective groundwater quality sampling network design, Ph. D. Dissertation, University of Vermont.
    Herrera, G. S., & Pinder, G. F. (2005). Space-time optimization of groundwater quality sampling networks. Water Resources Research, 41, W12407. 15 pp.CrossRef
    Herrera, G. S., J煤nez-Ferreira, H. E., Gonz谩lez, L., & Cardona, A. (2004). Dise帽o de una red de monitoreo de la calidad del agua para el acu铆fero Irapuato-Valle, Guanajuato. Memorias del XVIII Congreso Nacional de Hidr谩ulica, AMH, SLP, M茅xico.
    Jazwinski, A. H. (1970). Stochastic processes and filtering theory. London: Academic.
    Journel, A. G., & Huijbregts, C. J. (1978). Mining geostatistics (p. 570). London: Academic.
    Jousma, G. (2008). Guideline on groundwater monitoring for general reference purposes, Report GP 2008鈥?. The Netherlands: International Groundwater Resources Assessment Center (IGRAC).
    J煤nez, H. E. (2005). Dise帽o de una red de monitoreo de la calidad del agua para el acu铆fero Irapuato-Valle, Guanajuato. Tesis de Maestr铆a, UNAM, M茅xico. Online access http://鈥?32.鈥?48.鈥?.鈥?95/鈥媝td2012/鈥媋nteriores/鈥?339152/鈥婭ndex.鈥媓tml .
    J煤nez-Ferreira, H. E., & Herrera, G. S. (2013). A geostatistical methodology for the optimal design of space-time hydraulic-head monitoring-networks and its application to the Valle de Quer茅taro aquifer. Environmental Monitoring and Assessment, 185(4), 3527鈥?549.CrossRef
    Kumar, S., Sondhi, S. K., & Phogat, V. (2005). Network design for groundwater level monitoring in Upper Bari Doab canal tract, Punjab, India. Irrigation and Drainage, 54, 431鈥?42.CrossRef
    Li, J., B谩rdossy, A., Guenni, L., & Liu, M. (2011). A Copula based observation network design approach. Environmental Modelling & Software, 26, 1349鈥?357.CrossRef
    Lin, Y., & Rouhani, S. (2001). Multiple-point variance analysis for optimal adjustment of a monitoring network. Environmental Monitoring and Assessment, 69, 239鈥?66.CrossRef
    Masoumi, F., & Kerachian, R. (2010). Optimal redesign of groundwater quality monitoring networks: a case study. Environmental Monitoring and Assessment, 161, 247鈥?57.CrossRef
    Preziosi, E., Petrangeli, A. B., & Giuliano, G. (2012). Tailoring groundwater quality monitoring to vulnerability: a GIS procedure for network design. Environmental Monitoring and Assessment. doi:10.鈥?007/鈥媠10661-012-2826-3 .
    Samper, F. J., & Carrera, J. (1990). Geoestad铆stica, aplicaciones a la hidrogeolog铆a subterr谩nea. Barcelona: Centro Internacional de M茅todos Num茅ricos en Ingenier铆a, Universidad Polit茅cnica de Catalu帽a.
    SARH (Secretar铆a de Agricultura y Recursos Hidr谩ulicos). (1979). Estudio geohidrol贸gico cuantitativo de los acu铆feros del Alto Lerma, Guanajuato. Geohidrolog铆a Mexicana, S.A., M茅xico.
    Simuta, R. (2012). Dise帽o 贸ptimo de redes de monitoreo de la calidad del agua subterr谩nea con muestreo a diferentes profundidades. Tesis de Doctorado, UNAM, M茅xico (132.248.9.195/ptd2013/junio/500017791).
    Yamamoto, J. (2005). Correcting the smoothing effect of ordinary kriging estimates. Mathematical Geology, 37(1), 69鈥?4.CrossRef
    Yeh, M. S., Lin, Y. P., & Chang, L. C. H. (2006). Designing an optimal multivariate geostatistical groundwater quality monitoring network using factorial kriging and genetic algorithms. Environmental Geology, 50, 101鈥?21.CrossRef
    Zaidi, F. K., Ahmed, S. H., Dewandel, B., & Mar茅chal, J. (2007). Optimizing a piezometric network in the estimation of the groundwater budget: a case study from a crystalline-rock watershed in southern India. Hidrogeology Journal, 15(6), 1131鈥?145.CrossRef
  • 作者单位:H. E. J煤nez-Ferreira (1)
    G. S. Herrera (2)
    L. Gonz谩lez-Hita (3)
    A. Cardona (4)
    J. Mora-Rodr铆guez (5)

    1. Maestr铆a en Ingenier铆a Aplicada, Universidad Aut贸noma de Zacatecas, Av. Ram贸n L贸pez Velarde No. 801, Carretera a la Bufa, C.P. 98010, Zacatecas, Mexico
    2. Instituto de Geof铆sica, Universidad Nacional Aut贸noma de M茅xico, Ciudad Universitaria, Del. Coyoac谩n, CP 04510, Mexico City, Mexico
    3. Subcoordinaci贸n de Hidrolog铆a Subterr谩nea, Instituto Mexicano de Tecnolog铆a del Agua, Paseo Cuauhn谩huac 8532, Col. Progreso, C.P. 62550, Jiutepec, Morocco, Mexico
    4. 脕rea Ciencias de la Tierra, Facultad de Ingenier铆a, Universidad Aut贸noma de San Luis Potos铆, Dr. Manuel Nava No 8, Zona Universitaria, C.P. 78290, San Luis Potos铆, S.L.P., Mexico
    5. Departamento de Ingenier铆a Geom谩tica e Hidr谩ulica, Universidad de Guanajuato, Av. Ju谩rez, 77. Col. Centro, C.P. 36000, Guanajuato, Mexico
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Environment
    Monitoring, Environmental Analysis and Environmental Ecotoxicology
    Ecology
    Atmospheric Protection, Air Quality Control and Air Pollution
    Environmental Management
  • 出版者:Springer Netherlands
  • ISSN:1573-2959
文摘
A new method for the optimal design of groundwater quality monitoring networks is introduced in this paper. Various indicator parameters were considered simultaneously and tested for the Irapuato-Valle aquifer in Mexico. The steps followed in the design were (1) establishment of the monitoring network objectives, (2) definition of a groundwater quality conceptual model for the study area, (3) selection of the parameters to be sampled, and (4) selection of a monitoring network by choosing the well positions that minimize the estimate error variance of the selected indicator parameters. Equal weight for each parameter was given to most of the aquifer positions and a higher weight to priority zones. The objective for the monitoring network in the specific application was to obtain a general reconnaissance of the water quality, including water types, water origin, and first indications of contamination. Water quality indicator parameters were chosen in accordance with this objective, and for the selection of the optimal monitoring sites, it was sought to obtain a low-uncertainty estimate of these parameters for the entire aquifer and with more certainty in priority zones. The optimal monitoring network was selected using a combination of geostatistical methods, a Kalman filter and a heuristic optimization method. Results show that when monitoring the 69 locations with higher priority order (the optimal monitoring network), the joint average standard error in the study area for all the groundwater quality parameters was approximately 90 % of the obtained with the 140 available sampling locations (the set of pilot wells). This demonstrates that an optimal design can help to reduce monitoring costs, by avoiding redundancy in data acquisition. Keywords Optimal monitoring network Geostatistics Kalman filter Groundwater quality Priority zones

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700