A Procedure for the Preliminary Assessment of Water Supply Availability

dc.contributor.authorWallace, Troy Brandonen
dc.contributor.committeechairCox, William E.en
dc.contributor.committeememberKibler, David F.en
dc.contributor.committeememberLoganathan, G. V.en
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2014-03-14T20:32:56Zen
dc.date.adate2001-03-29en
dc.date.available2014-03-14T20:32:56Zen
dc.date.issued2001-03-15en
dc.date.rdate2002-03-29en
dc.date.sdate2001-03-28en
dc.description.abstractOf the factors that determine development potential in a given geographic area, the availability of water for residential, commercial, and industrial purposes is a primary indication of prospective growth. Governmental bodies at the regional, state and federal levels often need to identify water supply availability in order to identify growth potential. To address this need, a procedure for the preliminary assessment of water supply availability has been developed that can potentially be applied to any geographic area in the United States. The procedure uses the USGS demand cataloging unit as the basic planning area, with supply estimates from streamflow parameters at USGS gage locations and demand estimates from USGS demand reports. By comparing known supply and demand estimates in a base year, an overview of water supply availability in the region can be determined. With supply and demand data in a base year, projections of future water supply availability can then be made. Detailed projection of future water demand must account for changes in the amount of water use activities and the rates of water use within those activities, but a simplified procedure is applied here. Total offstream water use is averaged over the population in the base year to determine per-capita offstream use, which is assumed to remain constant in the future in this preliminary assessment procedure. Population is then projected and demand is forecast as a function of the projected population. The supply quantity is projected assuming each flow parameter derived from the historical record will remain constant in the future year. By comparing projected supply and demand estimates, water supply availability in future years can be anticipated in the planning area.en
dc.description.degreeMaster of Scienceen
dc.identifier.otheretd-03282001-141709en
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-03282001-141709/en
dc.identifier.urihttp://hdl.handle.net/10919/31564en
dc.language.isoenen
dc.publisherVirginia Techen
dc.relation.haspartTroyWallaceETDsubmission.pdfen
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subjecthydrologyen
dc.subjectVirginiaen
dc.subjectprojectionen
dc.subjectbasinen
dc.subjectwater supplyen
dc.subjectwater supply availabilityen
dc.subjectgroundwateren
dc.subjectpopulationen
dc.subjectsurface wateren
dc.subjectwater demanden
dc.titleA Procedure for the Preliminary Assessment of Water Supply Availabilityen
dc.typeThesisen
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Scienceen

Files

Original bundle
Now showing 1 - 1 of 1
Loading...
Thumbnail Image
Name:
TroyWallaceETDsubmission.pdf
Size:
20.02 MB
Format:
Adobe Portable Document Format

Collections