MOWER B201 ALTITUDE. IN FEET 4700- 0 DATUM IS MEAN SEA LEVEL VERTICAL SCALE EXAGGERATED 1 MILE VES 7 o::o- 0 0 (:·:::~:\~. VES 8 A' 4600- 4500- 4400-- --- 4300- EXPLANATION 4200- Clay [;J Gravel Clay and gravel Sand and gravel Quartzite 4100- Sand Clay and sand Clay, sand. and gravel Hardpan or conglomerate Number indicates well mentioned in text or location shown on figure 1 FIGURE 2.-Li.thologi.c profile showing strip logs generalized from geologists' and driHers' logs and lithologic interpretations of vertica1 electrical soundings (VES) (ZO!hdy and Jacl.:son, ·1009), near the Jordan NarrowS!, Utah. Log of well 4- in SEMNWMSEM sec. 23, T. 4- S., R. 1 W. Log by R. D. Feltis, U.S. Geological Survey, from welJ samples. Altitude of land surface, 4,494.7 feet above mean sea level. De&crlption Colluvium; composed of small cobbles, gravel, sand, silt, and clay ______________ _ Gravel, very fine to very coarse; and very fine to very coarse sand; some small cobbles_ Silt, brown; contains sand and fine to medium gravel--------------------------------- Gravel, very fine to very coarse; and very fine to very coarse sand _________________ _ Silt, brown and blue-gray, clayey; contains brown sand and fine graveL _____________ _ Thickness ~ 27 59 7 13 4 Depth btlow land surface (feet) 27 86 93 106 110 Description Gravel, very fine to very coarse; blue-gray sand, very fine to very coarse; and small cobbles ________________________________ Silt, brown, and blue-gray, clayey and sandy; contains very fine to very coarse graveL ___ Silt, dark gray; and very fine to very coarse sand __________________________________ Sand, very fine to very coarse; and very fine to medium graveL ______________________ Gravel, very fine to very coarse; in a matrix of sand, silt, and clay; hard drilling __________ Quartzite ________________________________ Thickness (feet) Depth below land surface (feet) 12 122 4 126 16 142 2 144 6 150 2. 5 152. 5
B202 GROUND-WATER RECHARGE Water is unconfined in the upper part of the aquifer near the Jordan Narrows, and it is poorly confined in the lower part by thin discontinuous beds of silty and sandy clay. The confining beds themselves are moderately permeable, however, and there is appreciable movement of water between the upper and lower parts of ~he aquifer. The ground-water surface (figs. 1 and 2) shows that the water is moving from Utah Valley toward the Jordan Valley. Some of the water is discharged by wells, evapotranspiration, and springs north of the Jordan Narrows, however, before it reaches the main artesian aquifer in the Jordan Valley. The quantity of underflow through the Jordan N arrows was computed at a narrow section of the saturated unconsolidated valley fill. The west end of the section can be located accurately because it abuts an outcrop of semiconsolidated fine-grained material of low average hydraulic conductivity. The location of the east end of the section is less precise because it is marked by the intersection of the water table and semiconsolidated or consolidated material of low hydraulic conductivity, which is concealed beneath the north slope of Point of the Mountain (fig. 1). By correlatio~ of water-level data, data showing depth to material of low hydraulic conductivity in wells, and data from the electrical sounding profile, it was possible to determine a range for the location of the east end of the section. The minimum width of the section so estimated is about 2,700 feet (B-B' in figs. 1 and 3), and the maximum width is about 4,000 feet (B-B" in figs. 1 and 3). ALTITUDE, IN FEET. 4600- 4200- t> D 0 Material of high hydraulic conductivity Material of low hydraulic conductivity· EXPLANATION Zone into which material of high hydraulic conductivity may extend 0 • • 0 0 500 1000 FEET DATUM IS MEAN SEA LEVEL VERTICAL SCALE EXAGGERATED FIGURE 3.-Section along B-B '-B" (fig. 1), showing idealized zones used in computation of underflow from Utah Valley to Jordan Valley near the Jordan Narrows. The thickness of saturated unconsolidated valley fill near the middle of the section across the aquifer is about 125 feet at well 3. If 125 feet is used as·an average . thic~ness for the entire section, therefore, the saturated cross-sectional area (A) is 340,000 square feet for the minimum width of 2,700 feet and 500,000 square feet for the maximum width of 4,000 feet. The average hydraulic gradient (/) of the underflow at the section was determined from water levels in wells 2, 3, and 4· in figures 1 and 2, and is about 0.0002. An aquifer test was made in order to estimate the hydraulic conductivity (K) at the section by pumping well 3 · and observing the amount and rates of waterlevel dra wdown in wells 3 and 4. The hydraulic conductivity was determined from the nonequilibrium equation of the flow of ground water that was developed by Theis ( 1935) and from a. method developed by Theis, Brown, and Meyer (Bentall, 1963, p. 331- 340). The average hydraulic conductivity is high, about 3,200 cubic feet per day per square foot. The Darcy equation, applied to the section of minimum width (B-B'), yields: Q= (3,200 ft per day) (0.0002) (340,000 ft 2 ) =218,000 ft 3 per day, or about 1,800 acre-feet per year. Applied to the section of maximum width ( B-B"), the equation yields: Q = ( 3,200 ft per day) ( 0.0002) ( 500,000 ft 2 ) = 320,000 ft 3 per day, or about 2,700 acre-feet per year. The quantity of underflow through the semiconsolidated and consolidated material bounding the aquifer is small, certainly not exceeding 10 percent of the quantity of underflow in the aquifer. The total underflow from Utah Valley toward Jordan Valley, therefore, is between 2,000 and 3,000 acre-feet per year; and it probably averages about 2,500 acre-feet per year. REFERENCES Bentall, Ray, 1963, Methods of determining permeability, transmissibility, and drawdown: U.S. Geol. Survey Water-Supply Paper 1536--1, p. 243-341. Pitcher, G. G., 1957, Geology of the Jordan Narrows quadrangle, Utah: Brigham Young Univ., Research Studies, Geology Series, v. 4, no. 4, 46 p. Theis, C. V., 1935. The relation between the lowering of the piezometric surface and the· rate and duration of discharge of a well using ground-water storage : Am. Geophys. Union Trans., v. 16, p. 519-524. Zohdy, A. A. R., and Jackson, D. B., 1969, Electrical sounding profile east of the Jordan Narrows, Utah, in Geological Survey Research 1969: U.S. Geol. Survey Prof. Paper 650-C, p. 083-088.
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. ., GEOLOGICAL SURVEY RESEARCH·
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CONTENTS GEOLOGIC STUDIES Petrology
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GEOLOGICAL SURVEY RESEARCH 1970 Geo
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B2 PETROLOGY AND PETROGRAPHY for bi
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B4 PETROLOGY AND PETROGRAPHY has be
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B6 PETROLOGY AND PETROGRAPHY. 32
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B8 PETROLOGY AND PETROGRAPHY TABLE
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BlO · PETROLOGY AND PETROGRAPHY EX
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B12 PETROLOGY AND PETROGRAPHY TABLE
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B16 PETROLOGY AND PETROGRAPHY Sprin
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B18 PETROLOGY AND PETROGRAPHY TABLE
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B20 PETROLOGY AND PETROGRAPHY Sigva
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B22 PETROLOGY AND PETROGRAPHY EXPLA
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B24 PE~ROLOGY AND PETROGRAPHY schis
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B26 PETROLOGY AND PETROGRAPHY TABLE
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B28 PETROLOGY AND PETROGRAPHY sg•
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B36 PETROLOGY AND PETROGRAPHY Post-
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B38 PETROLOGY AND PETROGRAPHY TABLE
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B42 PETROLOGY AND PETROGRAPHY Creta
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td :t 106'20' r--- 10' 106'00' 38'3
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B46 STRUCTURAL GEOLOGY FIGURE 4.-Vi
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B48 STRUCTURAL GEOLOGY FIGURE 6.-An
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B50 STRUCTURAL GEOLOGY clined slide
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B54 GEOPHYSICS (1950), Domzalski (1
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B56 GEOPHYSICS STRATIGRAPHY AND LIT
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B58 GEOPHYSICS STRATIGRAPHY AND LIT
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B60 GEOPHYSICS value. A normal free
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B62 GEOPHYSICS Hammer, Sigmund, 193
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B64 110°45' GEOPHYSICS L I I \ "'\
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B68 GEOPHYSICS A' San 0 p A c I F I
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B72 GEOPHYSICS 36° 00' A' 40___./
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B76 GEOPHYSICS A 50 Bouguer gravity
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B80 GEOPHYSICS FIGURE 1.-Bouguell'
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B82 GEOPHYSICS J I 37·~~------~~--
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B84 GEOPHYSICS B 600 B' 500 400 (/)
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EXPLANATION Pikes Peak • batholit
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DISTRIBUTION OF URANIUM IN URANIUM-
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B92 GEOCHRONOLOGY Fleischer, R. L.,
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B94 ECONOMIC GEOLOGY 103° 35' w 1/
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'B96 ECONOMIC ·GEOLOGY 0 500 FEET
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B98 ECONOMIC GEOLOGY TABLE !.-Summa
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B104 EJrucJh of the four samples wa
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B106 ECONOMIC GEOLOGY R. 56 E. R. 5
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B108 ECONOMIC GEOLOGY outcrop under
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BllO Brady, of the Museum of Northe
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Bll2 PALEONTOLOGY FIGURE 1.-ProtobZ
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B114 PALEONTOLOGY c .,;# I I ' ' lO
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B116 PALEONTOLOGY ments, the larges
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B120 L xMH 'xE soo~~B_R~I __ T_I __
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B122 PALEONTOLOGY Tetrataxis sp. Te
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B128 PALEONTOLOGY l
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BI30 PALEONTOLOGY Ocmt/rrence.-P. m
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Bl32 PALEONTOLOGY proximately 5.7 m
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Bl36 PALEONTOLOGY --- 1963. The ori
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B138 PALEONTOLOGY core are m1ssmg,
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B140 PALEONTOLOGY death assemblage:
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Bl42 STRATIGRAPHY EXPLANATION l:.\.
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B144 STRATIGRAPHY ver. We do not in
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B146 STRATIGRAPHY age. A stratigrap
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B148 5 10 15 20 X X Plntygonus Pla.
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B252 formula may also be useful in
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B256 randomly fluctuating component
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B258 HYDROLOGIC TECHNIQUES 1.0 ~ Qj
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~ B260 HYDROLOGIC TECHNIQUES 1-3, f
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I B262 HYDROLOGIC TECHNIQUES REFERE
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,' B264 Page Gravitational sliding,
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., / )