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aquifer_test1

Course: GE 3850, Fall 2008
School: Mich Tech
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(GE3850): Geohydrology Ideal Aquifer Testing: Methods for Analyzing Aquifer Test Data Ideal Aquifer Testing: Methods for Analyzing Aquifer Test Data (Lab 9 in manual, pp. 67-76) Problem 1: Theis and Jacob methods for Drawdown vs. Time Follow the procedure described in the Lab manual (Lee et al., 2003). You should generate the following results. Theis solution plot Transmissivity, T (m2/day) estimated...

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(GE3850): Geohydrology Ideal Aquifer Testing: Methods for Analyzing Aquifer Test Data Ideal Aquifer Testing: Methods for Analyzing Aquifer Test Data (Lab 9 in manual, pp. 67-76) Problem 1: Theis and Jacob methods for Drawdown vs. Time Follow the procedure described in the Lab manual (Lee et al., 2003). You should generate the following results. Theis solution plot Transmissivity, T (m2/day) estimated using the Theis solution Storativity, S (unitless) estimated using the Theis solution Jacobs solution plot Transmissivity, T (m2/day) estimated using the Jacob solution Storativity, S (unitless) estimated using the Jacob solution Answer the following questions. Is the aquifer confined or unconfined? Is the Theis or Jacob method more accurate for this problem? Why? Problem 2: Jacob solution method for Drawdown vs. Distance Follow the procedure described in the Lab manual (Lee et al., 2003). You should generate the following results. Jacob solution plot Transmissivity, T (m2/day) estimated using the Jacob solution Storativity, S (unitless) estimated using the Jacob solution Answer the following questions. Is the aquifer confined or unconfined? Is the Jacob solution valid for problem 2? Why or why not? Problem 3: Your choice of solution method Follow the procedure described in the Lab manual (Lee et al., 2003). You should generate the following results. Solution plout using methos of choice Transmissivity, T (m2/day) 1 Geohydrology (GE3850): Ideal Aquifer Methods Testing: for Analyzing Aquifer Test Data Storativity, S (unitless) Answer the following questions. Is the aquifer confined or unconfined? Discuss the accuracy of your results. You may want to review the basic theory underlying the Theis and Jacobs solutions. For what kind of aquifer are the methods intended? Are the Theis assumptions valid in this case? Is leakage significant? Why or why not? Writing Assignment: Write three memos (one each for Parts 1, 2 and 3) summarizing your findings. A suggested outline for the memos follows Objective (one or two sentences) Methods (brief summary; refer to lab handout and lab manual; include answers to any questions, where appropriate) Results and Discussion (include tables and figures; include answers to any questions, where appropriate) Summary Appendices (sample calculations, raw data, etc.) You will be graded on conte...

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Mich Tech - GE - 3850
GE3850Final ExamDecember 15, 2003Name_1. Below on the left are descriptions of various aquifer types. On the right are drawdown vs. log(time) curves for various aquifers. Match the drawing letter with the best aquifer description for that dra
Mich Tech - GE - 3850
Change in mass flux over control volumealong x-axis: inflow: wqx Ax outflow: wqx Ax + ( wqx dx ) Ax x net accumulation = inflow-outflow: = ( wqx dx ) Ax x = ( wqx dx ) dydz x1Change in mass flux over control volumetotal net accumulatio
Mich Tech - GE - 3850
Michigan Technological University Department of Geological and Mining Engineering and Sciences Fall 2004 GE 3850 Geohydrology Laboratory SyllabusReferences: 1) Lee, K., C.W. Fetter, J.E, McCray, Hydrogeology Laboratory Manual, 2nd Edition, Pearson E
Mich Tech - GE - 3850
Michigan Technological University Department of Geological and Mining Engineering and Sciences Fall 2006 GE 3850 Geohydrology Laboratory SyllabusInstructor: Domenico Ba, Room 611 Dow Environmental Sciences and Engineering Building, phone: 487-3097,
Mich Tech - GE - 3850
Michigan Technological University Department of Geological Engineering and Sciences Fall 2004 GE 3850 Geohydrology (2-0-3) cr Course Description. GE 3850 is a survey of the geologic and hydrologic factors controlling the occurrence, movement, and dev
Mich Tech - GE - 3850
Michigan Technological University Department of Geological and Mining Engineering and Sciences Fall 2006 GE 3850 Geohydrology (2-0-3) crCourse Description: GE3850 is a survey of the geologic and hydrologic factors controlling the occurrence, movemen
Mich Tech - GE - 3850
Grain size distributionsMass Retained on Sieve (gm) 0.1 0.7 0.5 1.3 2.0 3.0 13.0 13.8 5.0 2.3 4.0 1.0 1.0 0.5 1.0 1.0 50.00 Cumulative Percent Finer by Weight 99.9% 98.5% 97.5% 95.0% 91.0% 85.0% 59.0% 31.5% 21.5% 17.0% 9.0% 7.0% 5.0% 4.0% 2.0% 0.0%
Mich Tech - GE - 3850
Grain size distributionsSieve Opening (mm) 19.0 9.2 4.6 2.0 0.42 0.13 0.073 0.053 0.036 0.024 0.016 0.011 0.007 0.005 0.001 Pan SumMass Retained on Sieve (gm) 0.1 0.7 0.5 1.3 2.0 3.0 13.0 13.8 5.0 2.3 4.0 1.0 1.0 0.5 1.0 1.0 50.00Percent Finer
Mich Tech - GE - 3850
Grain size distributionsvs.
Mich Tech - GE - 3850
Mich Tech - GE - 3850
Estimated U.S. Freshwater* Withdrawals in 2000: ~345,000 Mgal/daySource27,300 59UseDomestic self-supply 3,590Surface water 262,000135,000Public supply 43,300-16,140 Industrial/mining 20,51083,387 Thermoelectric power 136,000 4,337 3,
Mich Tech - GE - 3850
Change in mass flux over control volumealong x-axis: inflow: wqx Ax outflow: wqx Ax + ( wqx dx ) Ax x net accumulation = inflow-outflow: = ( wqx dx ) Ax x = ( wqx dx ) dydz x1Change in mass flux over control volumetotal net accumulatio
Mich Tech - GE - 3850
Well hydraulics: Conceptual modelWell hydraulics: Governing equationConfined, non-leaky, fully-penetrating pumping well, homogeneous, isotropicWell hydraulics: Governing equationWell hydraulics: Drawdown vs. time10 drawdown (m)50 0 250 50
Mich Tech - GE - 3850
Unsaturated or Vadose ZoneVADOSE ZONEUnsaturated or Vadose Zone Saturated zone Vadose zone =np hp = 0 g K = f ( p.m.) <np hp = <0 g hp = f ( ) K = f ( p.m., )Water held in vadose zone (soil moisture) = water content = vol. water/ bulk
Mich Tech - GE - 3850
Water chemistry Review: concentration units, activities vs. concentrations, electroneutrality, reactions at equilibrium Carbonate system calculations Cation-anion balances Cation exchangeWater chemistry: Concentration units mass chemical/vo
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Geohydrology (GE3850): Hydraulic Heads and Gradients/Estimating Hydraulic Conductivity in a Model Aquifer, Part IIHydraulic Heads and Gradients & Estimating Hydraulic Conductivity in a Model Aquifer, Part II Objective The purpose of this lab is to
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Homework 1, Fall 2004 GE38503/3Table 1: Grain Size Distribution Data and CalculationsSieve Mass Percent Opening Retained on Mass (mm) Sieve (gm) Retained 2.38E+00 2.038E-01 0.6% 2.00E+00 9.058E-01 2.6% 1.19E+00 2.250E+00 6.5% 8.41E-01 2.988E+00 8
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Mich Tech - GE - 3850
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Problem 2. http:/www.epa.gov/glnpo/atlas/index.html Inflows Precipitation Runoff Total Outflows Evaporation St. Mary's Outflow Total2.10E+03 cms 1.40E+03 cms 3.50E+03 cms1.40E+03 cms 2.20E+03 cms 3.60E+03 cmshttp:/www.seagrant.umn.edu/tourism/p
Mich Tech - GE - 3850
6E$ {tl- 2 46 , * [L.2GE3850 Homework '5 5 l -lr rrev}< Fall 2004)JF a \8@7oo329.92- 2 6.2'2(5unit width x IIwidthi - h) E2v2= 2 98.5 t f f z e zf t'y 85.5t .].4-71)ft'-' : 89 f t.' .l.fr.4k. C nr$l; Vo c h
Mich Tech - GE - 3850
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Mich Tech - GE - 3850
Problem 1 a. (Fetter 5.2) Q T S t 165000 ft3/day2 5320 ft /day 0.0007 30 dayb. Q T S t 165000 ft3/day2 53200 ft /day 0.0007 30 dayc. Q T S t 165000 ft3/day2 5320 ft /day 0.007 30 dayr (ft) 50 150 250 500 1000 3000 5000 10000u 2.74E-06 2.47
Mich Tech - GE - 3850
Prob. 1 (Fetter Problem 8, Ch. 9)mmol mg mmol g mg = where = is the formula weight L L mg mol mmol meq mmol meq = L L mmol Ca2+ mg/L mg/mmol mmol/L meq/mmol meq/L 83.27 40.08 2.08 2 4.16(A) (E) (F)Mg2+ Na+ K+ 24.32
Mich Tech - GE - 3850
Mich Tech - GE - 3850
flh I Dh)ty1 AkaVC-"$:uda2h -T+Er'A ,iQr(ln - l t)K'I ahr 0rsahT0tTb,( 7- 7wherei s t he v erticalh ydraulicc onductivity f t he l eaky l ayer ( LIT) o b' i s t he t hickness f t he l eakyl ayer( l,) o h i s t he h ead( L)
Mich Tech - GE - 3850
G E3850 M idterm1O ctober 1.2 006 1?OiZOt,19+Ao*4O - /oO N ame + 4 0 + 4 0S HOW A LL W ORK!PAY A TTENTION T O R EQUESTEDU NrTS!1. (30 points)Two measurements headhavebeenmadein a confinedaquiferas of shownin the drawingbelow.The aquiferwidth
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Mich Tech - GE - 3850
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Purdue - CE - 361
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Mich Tech - GE - 3850
Typical Specific Yields
Mich Tech - GE - 3850
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Mich Tech - GE - 3850
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Mich Tech - GE - 3850
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Mich Tech - GE - 3850
(b)(d)o o Figure 8 .6 C omparison f d rawdown c onesa t a g iven t ime f or a quifers f ( ( (a) t ow t ransmissivity;b) h igh t ransmissivity;c) l ow s torativity; (d) h igh s torativitY.
Mich Tech - GE - 3850
Plonr=O( =@S c c li o n Drowdown h=ho h ( r , f)t=O f=tPotenliometricurfoce sPiezometer ' i : -. .: . : . " . ' . : ' : .C o nifn e d :' o quifer ] :.'. r .:.'.'.'.t:.".'l'.1 At6 H y d r o u l ih e o d n t o u r s c
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