Design Curves for Groundwater Mounds Beneath Recharging Basins
Florida Technological University College of Engineering Thesis === Design curves are developed to simplify solution of the Hantush (1967) equation for goundwater mound build-up under a rectangular recharge basin. Curves are developed by analyzing a large number of solutions to the theoretical equat...
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Florida Technical University
1978
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ndltd-UCF-oai-digital.library.ucf.edu-RTD-467942014-09-08T04:51:57Z Design Curves for Groundwater Mounds Beneath Recharging Basins Weinstein, Jack. Artificial groundwater recharge Florida Technological University College of Engineering Thesis Design curves are developed to simplify solution of the Hantush (1967) equation for goundwater mound build-up under a rectangular recharge basin. Curves are developed by analyzing a large number of solutions to the theoretical equation. Two sets of curves are developed, one for build-up beneath the center of the basin, the second for build-up anywhere in the field. Center-point curves are presented for 3 basins with length to width ratios of 2 to 1, and were easily developed. The more generalized curves are developed for the limited case of a 200 ft by 100 ft basin and are complicated by the many parameters involved. They require a multi-step process for utilization. A computer program, DELTAH, was developed to produce the required data by solving the Hantush equation. DELTAH may be the most valuable solution mentod as it can be applied to a variety of cases. A user's manual and example problem are included. 1978 Hartman, J Paul Florida Technical University M.S. Masters Engineering 1978-01-01 55 p. English Master's Research Report Book Public Domain TD404.W53 Public - Allow Worldwide Access Orlando, FL iv, 55 l. : ill., graphs ; 28 cm. University Archives Retrospective Theses and Dissertations DP0013173 DP0013173 2013-05 DP0013173.pdf http://digital.library.ucf.edu/cdm/ref/collection/RTD/id/46794 |
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English |
format |
Dissertation |
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Artificial groundwater recharge |
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Artificial groundwater recharge Weinstein, Jack. Design Curves for Groundwater Mounds Beneath Recharging Basins |
description |
Florida Technological University College of Engineering Thesis === Design curves are developed to simplify solution of the Hantush (1967) equation for goundwater mound build-up under a rectangular recharge basin. Curves are developed by analyzing a large number of solutions to the theoretical equation. Two sets of curves are developed, one for build-up beneath the center of the basin, the second for build-up anywhere in the field. Center-point curves are presented for 3 basins with length to width ratios of 2 to 1, and were easily developed. The more generalized curves are developed for the limited case of a 200 ft by 100 ft basin and are complicated by the many parameters involved. They require a multi-step process for utilization. A computer program, DELTAH, was developed to produce the required data by solving the Hantush equation. DELTAH may be the most valuable solution mentod as it can be applied to a variety of cases. A user's manual and example problem are included. === M.S. === Masters === Engineering === 55 p. === iv, 55 l. : ill., graphs ; 28 cm. |
author2 |
Hartman, J Paul |
author_facet |
Hartman, J Paul Weinstein, Jack. |
author |
Weinstein, Jack. |
author_sort |
Weinstein, Jack. |
title |
Design Curves for Groundwater Mounds Beneath Recharging Basins |
title_short |
Design Curves for Groundwater Mounds Beneath Recharging Basins |
title_full |
Design Curves for Groundwater Mounds Beneath Recharging Basins |
title_fullStr |
Design Curves for Groundwater Mounds Beneath Recharging Basins |
title_full_unstemmed |
Design Curves for Groundwater Mounds Beneath Recharging Basins |
title_sort |
design curves for groundwater mounds beneath recharging basins |
publisher |
Florida Technical University |
publishDate |
1978 |
url |
http://digital.library.ucf.edu/cdm/ref/collection/RTD/id/46794 |
work_keys_str_mv |
AT weinsteinjack designcurvesforgroundwatermoundsbeneathrechargingbasins |
_version_ |
1716713293458964480 |