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Development of measurement of soil hydraulic properties of multilayred aquifer for conservation of groundwater

Research Project

Project/Area Number 07555156
Research Category

Grant-in-Aid for Scientific Research (B)

Allocation TypeSingle-year Grants
Section試験
Research Field Geotechnical engineering
Research InstitutionOkayama University

Principal Investigator

KOHNO Ichiro  Okayama Univ., Faculty of Environmental Science and Technology, Professor, 環境理工学部, 教授 (00025941)

Co-Investigator(Kenkyū-buntansha) TAKESHITA Yuji  Okayama Univ., Faculty of Environmental Science and Technology, Lecturer, 環境理工学部, 講師 (90188178)
Project Period (FY) 1995 – 1996
Project Status Completed (Fiscal Year 1996)
Budget Amount *help
¥6,400,000 (Direct Cost: ¥6,400,000)
Fiscal Year 1996: ¥2,600,000 (Direct Cost: ¥2,600,000)
Fiscal Year 1995: ¥3,800,000 (Direct Cost: ¥3,800,000)
Keywordsconservation of groundwater / multilayred aquifer / hydraulic properties / in-situ test / neural network / back analysis / 地下水
Research Abstract

Recently, the demand for deep underground excavation and the development and utilization of its resources has increased. This raises a need to predict the behavior of the groundwater in multilayred aquifers in order to promote its conservation. The exact determination of hydraulic properties of each aquifer is very important for the correct groundwater flow prediction. Pumping tests are usually performed under the multilayred conditions. It is, however, difficult to analyze the data obtained from the pumping test under these conditions "analytically".
In this research, a new method of estimating aquifer coefficients from pumping test data in multilayred aquifers is proposed. The soil hydraulic properties, coefficient of permeability and storage are essential data to predict the behavior of groundwater. Pumping tests are usually performed to determine these properties. In this paper, a new approach to evaluate soil hydraulic properties from drawdown curves which are obtained by pumping tests has been developed. In our developed method the patten-matching capability of a neural network is used. The neural network is trained to reconize patterns of drawdown data as input and corresponding hydraulic properties in the confined aquifer as output. The trained network produces output of hydraulic properties when it receives pumping test data as the input patterns. Drawdown data which are observed in an anisotropic confined aquifer are used to evaluate availability of our proposed method.

Report

(3 results)
  • 1996 Annual Research Report   Final Research Report Summary
  • 1995 Annual Research Report
  • Research Products

    (6 results)

All Other

All Publications (6 results)

  • [Publications] 竹下祐二: "ニューラルネットワークを用いたスラグ試験の解析方法" 第31回地盤工学研究発表会発表講演集. 2117-2118 (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] 竹下祐二: "ニューラルネットワーク原位置透水試験データの評価方法に関する研究" 土木学会第51回年次学術講演会講演概要集. III. 606-607 (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] Y.TAKESHITA: "Neural network approach to evaluate slug test data." PROCEEDINGS OF THE 31TH JAPAN NATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING. 2117-2118 (1996)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] Y.TAKESHITA: "Studies on neural network approach to evaluate in-situ permeability test data" PROCEEDINGS OF THE 51TH ANNUAL CONFERENCE OF THE JAPAN SOCIETY OF CIVIL ENGINEERS. 3. 606-607 (1996)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1996 Final Research Report Summary
  • [Publications] 竹下祐二: "ニューラルネットワークを用いたスラグ試験の解析方法" 第31回地盤工学研究発表会発表講演集. 2117-2118 (1996)

    • Related Report
      1996 Annual Research Report
  • [Publications] 竹下祐二: "ニューラルネットワーク原位置透水試験データの評価方法に関する研究" 土木学会第51回年次学術講演会講演概要集. III. 606-607 (1996)

    • Related Report
      1996 Annual Research Report

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Published: 1995-04-01   Modified: 2016-04-21  

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