Jump to content
 







Main menu
   


Navigation  



Main page
Contents
Current events
Random article
About Wikipedia
Contact us
Donate
 




Contribute  



Help
Learn to edit
Community portal
Recent changes
Upload file
 








Search  

































Create account

Log in
 









Create account
 Log in
 




Pages for logged out editors learn more  



Contributions
Talk
 



















Contents

   



(Top)
 


1 Simulation versus optimization  





2 Examples of problems solved with hydrological optimization  





3 PDE-constrained optimization  





4 See also  





5 References  





6 Further reading  





7 External links  














Hydrological optimization






Español
 

Edit links
 









Article
Talk
 

















Read
Edit
View history
 








Tools
   


Actions  



Read
Edit
View history
 




General  



What links here
Related changes
Upload file
Special pages
Permanent link
Page information
Cite this page
Get shortened URL
Download QR code
Wikidata item
 




Print/export  



Download as PDF
Printable version
 
















Appearance
   

 






From Wikipedia, the free encyclopedia
 


Hydrological optimization applies mathematical optimization techniques (such as dynamic programming, linear programming, integer programming, or quadratic programming) to water-related problems. These problems may be for surface water, groundwater, or the combination. The work is interdisciplinary, and may be done by hydrologists, civil engineers, environmental engineers, and operations researchers.

Simulation versus optimization[edit]

Groundwater and surface water flows can be studied with hydrologic simulation. A typical program used for this work is MODFLOW. However, simulation models cannot easily help make management decisions, as simulation is descriptive. Simulation shows what would happen given a certain set of conditions. Optimization, by contrast, finds the best solution for a set of conditions. Optimization models have three parts:

  1. An objective, such as "Minimize cost"
  2. Decision variables, which correspond to the options available to management
  3. Constraints, which describe the technical or physical requirements imposed on the options

To use hydrological optimization, a simulation is run to find constraint coefficients for the optimization. An engineer or manager can then add costs or benefits associated with a set of possible decisions, and solve the optimization model to find the best solution.

Examples of problems solved with hydrological optimization[edit]

PDE-constrained optimization[edit]

Partial differential equations (PDEs) are widely used to describe hydrological processes, suggesting that a high degree of accuracy in hydrological optimization should strive to incorporate PDE constraints into a given optimization. Common examples of PDEs used in hydrology include:

Other environmental processes to consider as inputs include:

See also[edit]

References[edit]

  1. ^ Ahlfeld, David P.; Mulvey, John M.; Pinder, George F.; Wood, Eric F. (1988). "Contaminated groundwater remediation design using simulation, optimization, and sensitivity theory: 1. Model development". Water Resources Research. 24 (3): 431–441. Bibcode:1988WRR....24..431A. doi:10.1029/WR024i003p00431. ISSN 1944-7973.
  • ^ Alminagorta, Omar (2016). "Systems modeling to improve the hydro-ecological performance of diked wetlands". Water Resources Research. 52 (9): 7070–7085. Bibcode:2016WRR....52.7070A. doi:10.1002/2015WR018105. S2CID 31097159.
  • ^ Feyen, Luc; Gorelick, Steven M. (2005). "Framework to evaluate the worth of hydraulic conductivity data for optimal groundwater resources management in ecologically sensitive areas". Water Resources Research. 41 (3): 03019. Bibcode:2005WRR....41.3019F. doi:10.1029/2003WR002901. S2CID 108490062.
  • ^ Alminagorta, Omar; Tesfatsion, Bereket; Rosenberg, David E.; Neilson, Bethany (2013). "Simple Optimization Method to Determine Best Management Practices to Reduce Phosphorus Loading in Echo Reservoir, Utah". Journal of Water Resources Planning and Management. 139: 122–125. doi:10.1061/(ASCE)WR.1943-5452.0000224.
  • ^ Santhosh, Apoorva; Farid, Amro M.; Youcef-Toumi, Kamal (2014). "Real-time economic dispatch for the supply side of the energy-water nexus" (PDF). Applied Energy. 122: 42–52. Bibcode:2014ApEn..122...42S. doi:10.1016/j.apenergy.2014.01.062.
  • ^ Dandy, Graeme C.; Simpson, Angus R.; Murphy, Laurence J. (1996). "An improved genetic algorithm for pipe network optimization" (PDF). Water Resources Research. 32 (2): 449–458. Bibcode:1996WRR....32..449D. doi:10.1029/95WR02917. hdl:2440/1073. S2CID 16097463. Archived from the original (PDF) on 2019-08-10.
  • Further reading[edit]

    External links[edit]


    Retrieved from "https://en.wikipedia.org/w/index.php?title=Hydrological_optimization&oldid=1221508349"

    Categories: 
    Hydraulics
    Hydraulic engineering
    Hydrology
    Mathematical optimization
    Optimal control
    Water resources management
     



    This page was last edited on 30 April 2024, at 10:32 (UTC).

    Text is available under the Creative Commons Attribution-ShareAlike License 4.0; additional terms may apply. By using this site, you agree to the Terms of Use and Privacy Policy. Wikipedia® is a registered trademark of the Wikimedia Foundation, Inc., a non-profit organization.



    Privacy policy

    About Wikipedia

    Disclaimers

    Contact Wikipedia

    Code of Conduct

    Developers

    Statistics

    Cookie statement

    Mobile view



    Wikimedia Foundation
    Powered by MediaWiki