DMCA
Books and Open-File Reports Sections (1991)
Citations
507 | A Modular ThreeDimensional Finite-difference Groundwater Flow Model.
- McDonald, Harbaugh
- 1988
(Show Context)
Citation Context ...rologic properties of all formations are simulated as being identical. 5. Vertical ground-water flow is not simulated. Model parameters were also entered and run in another modeling program, MODFLOWs(=-=McDonald and Harbaugh, 1984-=-) to see how results from the two modeling programs compared.sWhen the same set of model input data were run in the second ground-water modeling program,sdifferences in predicted head occurred. The co... |
120 |
Ground-water hydraulics
- Lohman
- 1972
(Show Context)
Citation Context ... End Shaft and Ontario No. 3 Shaft, located about 20,000 and 10,000 feet west ofsthe Mayflower Shaft, respectively. Analyses for the aquifer tests were done using curve matchingswith the Theis curve (=-=Lohman, 1972-=-, p. 15-19). 57 3.2.2.1 Weber Quartzite system The Weber Quartzite system consists of the Weber Quartzite, the Park City Formation, thesRound Valley Limestone, and igneous stocks that contain intercon... |
45 | Selected digital computer techniques for groundwater resource evaluation. - Prickett, Lonnquist - 1971 |
11 | Division of Water Resources - Utah - 1976 |
4 | Fracture analysis, hydrodynamic properties and mineral abundance in altered igneous wall rocks of the Mayflower mine, Park City district - Villas - 1975 |
3 | Historic and projected municipal and industrial water usage in Utah 1960-1976 - Hansen, a1 - 1979 |
1 | of Economic and Business Research, Graduate School of Business, 1990,1990 statistical abstract - Bureau |
1 | Weber River distribution system annual report: State of Utah, Office of State Engineer - Johnson - 1971 |
1 | Hydrology of Heber and Round Valleys, Wasatch County, Utah, with emphasis on simulation of ground-water flow - Roark, Holmes, et al. - 1991 |
1 | Water Commissioner's report of the Weber River system exclusive of the Ogden River, for the irrigation season for 1952: State of Utah, Office of State Engineer - Sorensen - 1952 |
1 | Weber River distribution system annual report - Southwick - 1961 |
1 | An evaluation of hydrogeology of the proposed Jordanelle Reservoir: unpublished report (available at U.S. Bureau of Reclamation Office - Corporation - 1982 |
1 | of Reclamation, 1926, Contract between the United States and the Weber River Water Users' Association providing for the construction of the Echo Reservoir and the Weber-Provo diversion canal: Salt Lake Basin Project - Bureau |
1 | Final environmental statement, authorized Bonneville Unit - 1973a |
1 | Final environmental statement, appendix A, authorized Bonneville Unit - 1973b |
1 |
Final environmental statement, municipal and industrial system
- 1979a
(Show Context)
Citation Context ...0 and 1990 census datasand to population projections used in the Wasatch Front Total Water Management Study, JordansRiver Basin (Utah Division of Water Resources and USBR, 1990) and Hansen and others =-=(1979)-=-. 17 The major differences between studies that have estimated municipal and industrial watersdemand in Salt Lake County (USER, 1964; USBR, 1988f; Utah Division of Water Resources andsUSSR, 1990; and ... |
1 |
Final environmental statement, municipal and industrial system
- 1979b
(Show Context)
Citation Context ...0 and 1990 census datasand to population projections used in the Wasatch Front Total Water Management Study, JordansRiver Basin (Utah Division of Water Resources and USBR, 1990) and Hansen and others =-=(1979)-=-. 17 The major differences between studies that have estimated municipal and industrial watersdemand in Salt Lake County (USER, 1964; USBR, 1988f; Utah Division of Water Resources andsUSSR, 1990; and ... |
1 |
Summary statement on the municipal and industrial system
- 1979c
(Show Context)
Citation Context ...0 and 1990 census datasand to population projections used in the Wasatch Front Total Water Management Study, JordansRiver Basin (Utah Division of Water Resources and USBR, 1990) and Hansen and others =-=(1979)-=-. 17 The major differences between studies that have estimated municipal and industrial watersdemand in Salt Lake County (USER, 1964; USBR, 1988f; Utah Division of Water Resources andsUSSR, 1990; and ... |
1 | supplement to definite plan report - 1988a |
1 | supplement to definite plan report, designs and estimates appendix, v. 1 - 1988b |
1 | supplement to definite plan report, designs and estimates appendix, v. 2 - 1988c |
1 | unit, hydrologic summary, draft supplement to definite plan report, water supply appendix, v. 1, part I - 1988d |
1 | Uinta basin hydrologic area, draft supplement to definite plan report, water supply appendix, v - 1988e |
1 | River hydrologic area, draft supplement to definite plan report, water supply appendix, v - 1988f |
1 | basin hydrologic area, draft supplement to definite plan report, water supply appendix, v. 3, part IV - 1988g |
1 | Drainage appendix to the draft supplement to the definite plan report - 1988h |
1 | wildlife resources appendix to the draft supplement to the definite plan report - 1988i - 1988 |
1 | appendix to the draft supplement to the definite plan report, Bonneville Unit, Central Utah Project - 1988k - 1988 |
1 | quality appendix to the draft supplement to the definite plan report - 1988m |
1 | quality appendix to the draft supplement to the definite plan report - 1988n |
1 | Division of Water Resources and U.S. Bureau of Reclamation, 1987, Field draft, Wasatch Front total water management study, Jordan River basin - Utah |
1 |
Report of distribution of water supply entering Provo River for the water year 1961: State of Utah, Office of State Engineer
- Wayman
- 1961
(Show Context)
Citation Context ...ds are lim-sited to the supply. The monthly historical diversions from the Provo River to Utah Valley (table 6.0-3, columns5) were checked against the Provo River Commissioners' Reports (Wentz, 1952; =-=Wayman, 1961-=-).sThe data listed in column 5 agreed with the Commissioners' reports. The historical flow of thesProvo River below Deer Creek Dam, column 8, was checked against USGS streamflow data forsthe 1961 wate... |