Simulation of water reliability on a small scale water harvesting agrisystem
| dc.contributor.author | Dietterick, Brian Craig. | |
| dc.creator | Dietterick, Brian Craig. | en_US |
| dc.date.accessioned | 2011-11-28T14:05:48Z | |
| dc.date.available | 2011-11-28T14:05:48Z | |
| dc.date.issued | 1982 | en_US |
| dc.identifier.uri | http://hdl.handle.net/10150/191773 | |
| dc.description.abstract | Water harvesting techniques are being studied to determine its potential as an alternative reclamation practice. To assist planners and decision makers in evaluating the water harvesting potential, a procedure is developed by which precipitation and its distribution are simulated and incorporated with a runoff model to forecast the long term availability of harvested water. The output from the stochastic precipitation model and statistically- derived runoff model provide a simulated 100 years of annual precipitation and runoff events. Two reservoirs were designed and evaluated separately using varied seasonal irrigation demands. The sensitivity analysis, of varying the demand, revealed yearly water reliability decreased as the total seasonal irrigation demand approached the mean annual runoff. It was also shown that an appropriate reservoir size could be chosen using the probability distributions of the number of dry reservoir days and the number of days the reservoir overflows. | |
| dc.language.iso | en | en_US |
| dc.publisher | The University of Arizona. | en_US |
| dc.rights | Copyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author. | en_US |
| dc.subject | Hydrology. | |
| dc.subject | Water conservation -- Arizona -- Black Mesa (Navajo County and Apache County) -- Simulation methods. | |
| dc.subject | Water -- Storage -- Arizona -- Black Mesa (Navajo County and Apache County) -- Simulation methods. | |
| dc.subject | Rainwater -- Simulation methods. | |
| dc.subject | Runoff -- Computer programs. | |
| dc.subject | Precipitation forecasting -- Simulation methods. | |
| dc.subject | Runoff -- Arizona -- Black Mesa (Navajo County and Apache County) | |
| dc.title | Simulation of water reliability on a small scale water harvesting agrisystem | en_US |
| dc.type | Thesis-Reproduction (electronic) | en_US |
| dc.type | text | en_US |
| dc.contributor.chair | Fogel, Martin M. | en_US |
| dc.identifier.oclc | 212626676 | en_US |
| thesis.degree.grantor | University of Arizona | en_US |
| thesis.degree.level | masters | en_US |
| dc.contributor.committeemember | Gay, Lloyd W. | en_US |
| dc.contributor.committeemember | Thames, John L. | en_US |
| thesis.degree.discipline | Renewable Natural Resources | en_US |
| thesis.degree.discipline | Graduate College | en_US |
| thesis.degree.name | M.S. | en_US |
| dc.description.note | hydrology collection | en_US |
| refterms.dateFOA | 2018-07-17T23:51:39Z | |
| html.description.abstract | Water harvesting techniques are being studied to determine its potential as an alternative reclamation practice. To assist planners and decision makers in evaluating the water harvesting potential, a procedure is developed by which precipitation and its distribution are simulated and incorporated with a runoff model to forecast the long term availability of harvested water. The output from the stochastic precipitation model and statistically- derived runoff model provide a simulated 100 years of annual precipitation and runoff events. Two reservoirs were designed and evaluated separately using varied seasonal irrigation demands. The sensitivity analysis, of varying the demand, revealed yearly water reliability decreased as the total seasonal irrigation demand approached the mean annual runoff. It was also shown that an appropriate reservoir size could be chosen using the probability distributions of the number of dry reservoir days and the number of days the reservoir overflows. |
