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Principal Aquifer Data
Table 6--Summary of hydrologic data on principal aquifers in Douglas County
Well or test hole number |
Date of pumping test |
Principal aquifer | Discharge (gpm) |
Drawdown (feet) |
Duration of test (min.) |
Specific Capacity (gpm) |
Thickness of aquifer, m (feet) |
Coefficient of permeability, P (gpd per ft2) |
Coeficient of transmissibility, T (gpd per ft.) |
Coefficient of storage S |
Remarks |
---|---|---|---|---|---|---|---|---|---|---|---|
12-19-1db1 | 11-11-1955 | Newman Terrace deposits | 780 | 8.5 | 150 | 92 | 59 | 6,000 | 354,000 | 1.1x10-3 | Unpublished open-file data |
12-19-4dd | 2-3-1941 | Alluvium | ±700 | 4 | 120 | 175 | 60 | Data from Wesley-Brune | |||
12-19-14bd | 1938 | Alluvium | 300 | 20 | 480 | 15 | 37.5 | Data from Layne-Western Co. | |||
12-19-24a | Alluvium | 36.6 | 1,594a | L 10d | |||||||
12-19-24ad1 | Alluvium | 35.7 | 1,612a | L 9d | |||||||
12-19-24ad2 | Alluvium | 36.8 | 999a | L 8d | |||||||
12-19-24dac | Alluvium | 1,403a | L 6d, Determined for materials 4-47.5 ft. | ||||||||
12-19-24dd | 3-?-1947 | Alluvium | 300 | 4.1 | 240 | 73 | 38.8 | Data from Layne-Western Co. | |||
12-19-25aa1 | 1945 | Alluvium | 402 | 10.5 | 390 | 38 | 40 | Data from Layne-Western Co. | |||
12-19-25aa2 | 1954 | Alluvium | ±355 | 8.4 | 270 | ±42 | 32.9 | Data from Layne-Western Co. | |||
12-19-25aa3 | 1954 | Alluvium | 350 | 6 | 90 | 58 | 31.5 | Data from Layne-Western Co. | |||
12-19-25ad1 | 1944 | Alluvium | 300 | 7 | 1,440 | 43 | Data from Layne-Western Co. | ||||
12-19-25ad2 | 1954 | Alluvium | 350 | 6.5 | 90 | 54 | 37 | Data from Layne-Western Co. | |||
12-20-7adc | 1940 | Newman Terrace deposits | 900 | 10 | 1,440 | 90 | 59 | Data from W.H. Allison | |||
12-20-17add | Newman Terrace deposits | 57.6 | 2,490a | L 18d | |||||||
12-20-17cd | Newman Terrace deposits | ±800 | 9 | 1,440 | ±89 | 43.4 | Data from W.H. Hayden | ||||
12-20-17dd | Alluvium | 59.3 | 4,726a | L 17d, Determined for materials 14-70 ft. | |||||||
12-20-19bcc | Alluvium | 1,121a | L 7d, Determined for materials 10-43.5 ft. | ||||||||
12-20-19ca | Alluvium | 36.6 | 1,003a | L 27d, Determined for materials 1.5-43.5 ft. | |||||||
12-20-19cc | Alluvium | 1,091ab | L 5d, Determined for materials 0-45.5 ft. | ||||||||
12-20-19cd1 | Alluvium | 30.1 | 1,090ab | L 26d, Determined for materials 13-45 ft. | |||||||
12-20-19da | Alluvium | 34.6 | 992a | L 20d, Determined for materials 12-41.5 ft. | |||||||
12-20-20baa | Alluvium | 58 | 3,433ab | L 16d, Determined for materials 8-72 ft. | |||||||
12-20-20bcc | Newman Terrace deposits | 55 | 1,560a | L 15d, Determined for matrerials 22-57 ft. | |||||||
12-20-20da | 1934 | Alluvium | ±400 | 13 | 600 | ±31 | 36 | Data from G.E. Robinson | |||
12-20-28db | 2-?-1954 | Alluvium | 800 | 12 | 150 | 67 | 37 | Data from John Vogel | |||
12-20-29aad | 1955 | Alluvium | 450 | 9 | ±120 | 50 | 37 | Data from Dean Kloepper | |||
12-20-29ac1 | 1-?-1955 | Alluvium | 170 | 6 | 4,320 | 28 | 23 | Data from Wm. Tornaden. Original specific capacity reported to be 35. | |||
12-20-29ac2 | 1-?-1955 | Alluvium | 140 | 10 | 4,320 | 14 | 24 | Data from Wm. Tornaden. Original specific capacity reported to be 28. | |||
12-20-29ad1 | 1-?-1955 | Alluvium | 120 | 5 | 4,320 | 24 | 26 | Data from Wm. Tornaden. | |||
12-20-29ad2 | 1-?-1955 | Alluvium | 150 | ±7 | 4,320 | 21 | 26 | Data from Wm. Tornaden. Original specific capacity reported to be 30. | |||
12-20-30abb | Alluvium | 32.7 | 1,634a | L 14d, Determined for materials 13-43.5 ft. | |||||||
12-20-30ba1 | Alluvium | 35.2 | 2,110ab | L13d, Determined for materials 10-48 ft. | |||||||
12-20-30ba2 | Alluvium | 33 | 564a | L 25d, Determined for materials 8-41 ft. | |||||||
12-20-30ba3 | Alluvium | 1,902a | L21d, Determined for materials 8-42 ft. | ||||||||
12-20-30bc1 | Alluvium | 35.4 | 3,267a | L 12d, Determined for materials 14-48 ft. | |||||||
12-20-30bc2 | Alluvium | 31.5 | 1,054a | L 1d, Determined for materials 13-45.5 ft. | |||||||
12-20-30bc3 | Alluvium | 1,114a | L 2d, Determined for materials 21-44.5 ft. | ||||||||
12-20-30bc4 | Alluvium | 1,058a | L 3d, Determined for materials 14-45 ft. | ||||||||
12-20-30bc5 | Alluvium | 1,256a | L 4d, Determined for materials 13-27 and 29-44 ft. | ||||||||
12-20-30bc6 | Alluvium | 32.15 | 1,844a | L 23d, Determined for materials 10-46.5 ft. | |||||||
12-20-30bc7 | Alluvium | 33.2 | 1,576a | L 22d, Determined for materials 11-28 and 38-52 ft. | |||||||
12-20-30bc8 | Alluvium | 33.35 | 1,657a | L 24d, Determined for materials 10.5-50 ft. | |||||||
15-17-1ac2 | 5-11-1954 | Tonganoxie Sandstone member (Stranger Formation) | 35 | 40.63 | 258 | 1.18 | 90c | 18 | 1,620 | 5x10-5 | Unpublished open-file data |
15-20-15ad | 5-16-1956 | Ireland Sandstone member (Lawrence Shale) | 45.8 | ±6 | 950 | ±7.66 | 20 | 343 | 6,861 | Unpublished open-file data | |
15-21-4bcc | 5-14-1956 | Ireland Sandstone member (Lawrence Shale) | 4,258 | Unpublished open-file data | |||||||
15-21-5ad2 | 5-14-1956 | Ireland Sandstone member (Lawrence Shale) | 25 | 533 | 1 | 42 | 126 | 5,280 | Unpublished open-file data |
Notes.
a. Weighted average coefficient of permeability determined by laboratory methods.
(From Lohman, 1941, table 1.)
b. Excluding unsaturated part of top sample.
c. Modified from drillers log; samples from 485-495 ft. are limestone.
d. L1, L2, etc., refer to test-hole numbers used by Lohman (1941).
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Kansas Geological Survey, Geohydrology of Douglas County
Web version Aug. 1999. Original publication date Dec. 1960.
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The URL for this page is http://www.kgs.ku.edu/General/Geology/Douglas/table6.html