Geohydrological Investigation, Pump Test and Finite Difference Analysis

Geohydrological Investigation, Pump Test and Finite Difference Analysis PDF Author: Daniel L. Cravens
Publisher:
ISBN:
Category : Groundwater
Languages : en
Pages :

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Book Description
"This study was done at the request of Mr. Gene Hinkle, owner of Tract B, Lands of Melchor. The objective was to address water availability on approximately 25 acres of land located in Section 26, T10N, R4E. The study includes consideration of results of well drilling, an initial step test, lithologic and well completion logs and diagram, two pump tests, and a drawdown analysis of the proposed well configuration using a geohydrologic finite-difference computer program. The scenario shows the total pumping effects of four wells distributed near the north end of the 25 acres of land, with each well pumping approximately 2000 gallons/day (400 gpd/household) for a 100-year period and the effect that pumping would have on the Sandia Granite Aquifer at the proposed location. The study shows that over a 100-year pumping period for the collective well system, the groundwater requirement created by the proposed subdivision should not affect the maximum drawdown point at any well by more than 5.0 feet in a 100-year period. This study is a revision to a report done by Dames & Moore but managed by Dan Cravens. RE/SPEC has redone the finite difference analysis to fulfill the needs of the subdivision and reverified the conclusions."--Executive summary, p. 1.

Geohydrological Investigation, Pump Test and Finite Difference Analysis

Geohydrological Investigation, Pump Test and Finite Difference Analysis PDF Author: Daniel L. Cravens
Publisher:
ISBN:
Category : Groundwater
Languages : en
Pages :

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Book Description
"This study was done at the request of Mr. Gene Hinkle, owner of Tract B, Lands of Melchor. The objective was to address water availability on approximately 25 acres of land located in Section 26, T10N, R4E. The study includes consideration of results of well drilling, an initial step test, lithologic and well completion logs and diagram, two pump tests, and a drawdown analysis of the proposed well configuration using a geohydrologic finite-difference computer program. The scenario shows the total pumping effects of four wells distributed near the north end of the 25 acres of land, with each well pumping approximately 2000 gallons/day (400 gpd/household) for a 100-year period and the effect that pumping would have on the Sandia Granite Aquifer at the proposed location. The study shows that over a 100-year pumping period for the collective well system, the groundwater requirement created by the proposed subdivision should not affect the maximum drawdown point at any well by more than 5.0 feet in a 100-year period. This study is a revision to a report done by Dames & Moore but managed by Dan Cravens. RE/SPEC has redone the finite difference analysis to fulfill the needs of the subdivision and reverified the conclusions."--Executive summary, p. 1.

Geohydrological Investigation, Pump Test, Percolation Test and Finite-difference Analysis

Geohydrological Investigation, Pump Test, Percolation Test and Finite-difference Analysis PDF Author: R. Eric Pease
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ISBN:
Category : Barranca del Pueblo Subdivision (Taos County, N.M.)
Languages : en
Pages :

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Book Description
"This study was done at the request of property owners Mr. Larry Brooks and Mr. Ron Brown. The objective was to address water availability for 13 proposed lots situated on approximately 35-40 acres of the (to be called) Barranca del Pueblo subdivsion located in Block 12, Section 31, T.25N., R.12E., Taos County, New Mexico ..." -- Executive summary, leaf 1.

Techniques of Water-resources Investigations of the United States Geological Survey

Techniques of Water-resources Investigations of the United States Geological Survey PDF Author: Geological Survey (U.S.)
Publisher:
ISBN:
Category : Hydrology
Languages : en
Pages : 104

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Techniques of Water-resources Investigations of the United States Geological Survey: chap. C1. [Superseded by] Chapter C1, Finite-difference model for aquifer simulation

Techniques of Water-resources Investigations of the United States Geological Survey: chap. C1. [Superseded by] Chapter C1, Finite-difference model for aquifer simulation PDF Author: Geological Survey (U.S.)
Publisher:
ISBN:
Category : Water resources development
Languages : en
Pages : 132

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Techniques of Water-resources Investigations of the United States Geological Survey: chap. A1. A modular three dimensional finite-difference ground-water flow model

Techniques of Water-resources Investigations of the United States Geological Survey: chap. A1. A modular three dimensional finite-difference ground-water flow model PDF Author: Geological Survey (U.S.)
Publisher:
ISBN:
Category : Water resources development
Languages : en
Pages : 82

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Selected Water Resources Abstracts

Selected Water Resources Abstracts PDF Author:
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ISBN:
Category : Hydrology
Languages : en
Pages : 804

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Geohydrology and Water Quality of Stratified-drift Aquifers in the Bellamy, Cocheco, and Salmon Falls River Basins, Southeastern New Hampshire

Geohydrology and Water Quality of Stratified-drift Aquifers in the Bellamy, Cocheco, and Salmon Falls River Basins, Southeastern New Hampshire PDF Author: Thomas J. Mack
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ISBN:
Category : Aquifers
Languages : en
Pages : 104

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Analysis and Evaluation of Pumping Test Data

Analysis and Evaluation of Pumping Test Data PDF Author: G. P. Kruseman
Publisher:
ISBN:
Category : Aquifers
Languages : en
Pages : 388

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Selected Water Resources Abstracts

Selected Water Resources Abstracts PDF Author:
Publisher:
ISBN:
Category : Water
Languages : en
Pages : 1210

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Analysis and Evaluation of Pumping Test Data

Analysis and Evaluation of Pumping Test Data PDF Author: G. P. Kruseman
Publisher:
ISBN:
Category : Groundwater
Languages : en
Pages : 204

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