1978
DOI: 10.3133/ofr78911
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Aquifer tests of the Navajo sandstone near Caineville, Wayne County, Utah

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Cited by 6 publications
(8 citation statements)
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“…Figure 9 shows the results are similar to those of the analytic modellow to mid-range transmissivity and low storativity help to raise pore pressure. Within the estimated range of the transmissivity and storativity for the Navajo aquifer (Hood & Danielson 1979;Hood & Patterson 1984;Freethey & Cordy 1991), injection is shown to be able to raise hydraulic head more than 1 m over a region up to 10-12 km from the injection wells to account for the observed seismicity increase. (ii) T = 125 m 2 day À1 , S = 0.008; (iii) T = 400 m 2 day À1 , S = 0.0003; and (iv) T = 400 m 2 day À1 , S = 0.008.…”
Section: Pore Pressure Changes By Injectionmentioning
confidence: 92%
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“…Figure 9 shows the results are similar to those of the analytic modellow to mid-range transmissivity and low storativity help to raise pore pressure. Within the estimated range of the transmissivity and storativity for the Navajo aquifer (Hood & Danielson 1979;Hood & Patterson 1984;Freethey & Cordy 1991), injection is shown to be able to raise hydraulic head more than 1 m over a region up to 10-12 km from the injection wells to account for the observed seismicity increase. (ii) T = 125 m 2 day À1 , S = 0.008; (iii) T = 400 m 2 day À1 , S = 0.0003; and (iv) T = 400 m 2 day À1 , S = 0.008.…”
Section: Pore Pressure Changes By Injectionmentioning
confidence: 92%
“…This rate of injection is three times the average injection rate in Area 3 to represent the three injection wells in Area 3's Cluster 2. We tested a range of transmissivity and storativity values based on properties of the Navajo Sandstone, which makes up the majority of the aquifer (Hood & Danielson 1979;Hood & Patterson 1984;Freethey & Cordy 1991). Figure 7A is an example graph explaining how to read the results, and Fig.…”
Section: Pore Pressure Changes By Injectionmentioning
confidence: 99%
“…Aquifer tests were performed using the cluster of wells at site 19 in figure 6; these yielded the the most areally extensive value of hydraulic conductivity of 1.6 ft/d. Values of 0.5 ft/d were measured from Navajo Sandstone samples taken from the aquifer test wells (Hood and Danielson, 1979). In the aquifer test area a value of 0.7 ft/d was used in the model because larger values of hydraulic conductivity resulted in simulated heads around site 19 that were too large.…”
Section: Sensitivity To Hydraulic-conductivity Distributionmentioning
confidence: 99%
“…The simulated recharge from the Waterpocket fold area is 100 percent greater than estimated, and approximately 50 percent of the recharge comes from the Oak Creek area. Faults in the Oak Creek area associated with the Teasdale anticline (Hood and Danielson, 1979) probably increase surface and interformational recharge to the Navajo creating the need for the larger recharge of the simulation. Simulated recharge of 4 ft 3 /s enters the Navajo outcrop on the west side of San Rafael Swell and splits into two equal parts (see fig.…”
Section: Factorsmentioning
confidence: 99%
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