EHHHHHHHH 1THS AN EXPERIMENTAL STUDY or THE GROUND WATER SiTUATION ' is THE musma AREA M ht the Degree of B. 5. mm STATE COLLEGE H.’ F. Schwabo ~1949 3 129 4"" ll ”III ”I llllfljllllllllflfllllgfll‘fllllflfllflslllzll t -____,_. "f‘ TED-r, I . II, AT Exeerimentel Study of the Ground Water Situation in the Lansing Area A Thesis Submitted to The Faculty of HICKIGAX STATE COLLEGE of AGRICULTURE AID APPLIED SCIEHCE by H. F. Schvebe nun—sill- Candidate for the Degree of Bachelor of Science March 19t9 Tur—TC‘S filo PM Tnble of Contents Introduction a Acknowledgements a Ketion—Hide Ground Water Situation 1 Lansing Area Situation 2 Area Interference 5 10 Pumping Test 1 lb Heed of Further Investigation 15 17 Bibliorreohy Illustrations Figure l. Locotion of wells, Lansing and Vicinity r11 igure 2. Graphs shoving pumpege end fluctuation of water levels Figure 3a and 3b. Sample of daily flow meter charts of East and West well stations Figure Q(a,b,c) Graphs of pumpege end fluctuetion of weter levels prior to, during, and after nunoing test Fieure 5. Logarithmic graph of draw-down Figure 6. Semi-logarithmic grenh of drew-down 53 F‘ «E US 13 'x Introduction The imoortance of water to life is well hnown, and the nepular belief that underground waters are inexhaustible is now reveled as a pure myth. The ever~increasing demand on our Water resources by the growth and advancenent of the Industrial Age has rudely awakened many communities to the imnortance of water for continued economic growth. Thus, he cry to protect and preserve water for the present generatiOn and those to come. It's not the oceans, lakes, or rivers that are ceusing he concern but the under-ground waters which are the only source of supnly for some communities end the only economical unsol- luted source for a good maiv more. The Lansinfi area, which was selected as the field problem for this renort, has increased its water consump- tion tremendously in the past few years and has experienced a consid- erable decline in ground-water level. With a very eoparent upward trend in population growth as well as industrv a continued rise in well-water demand seems assured. Therefore a study of the hydrology of this aree.is timely and imuortant. Acknowledgements The writer is especially indebted to Mr. J. G. Ferris of the United States Geological Survey for data.furnished and assistance on field tests; Mr. M. Richmond, Supt. of Water and Sewage Dept., City of East Lansing, for cooperation offered in the set-up of gunning tests and the use of operating records; Mr. Joseph Slater, Plant Engineer of Michigan State College for data offered; and to my wife, for the tedious yuing task. “.tion-”1ce Ground Water Situation Water, our princioaln ineral resource, is as necessarv to the Q: 5/: G .J H. I :3‘ Ci' 0 F‘. , 3 0 ii DJ (9‘ O C) H I4. J (.9. d) 51.1 {In (D U‘I *1 'D (D (5 support of life as air an can lter 1 US dis ribution, the quantity a.d duality of the natural resource is controlled principally by the geology and.hydrology of an area. We cut and wasted our timber until fi 1ne lly it been me so despe r— ately scarce that it was necessary to institute a program of conserva- tion (a.program of preservation and proper utilization of resources). New also, we hear the cry go up in many sections of the United States, water! The cry was a part of our last presidential campaign. In the Southwest,t11e states of Arizona and California have been fueding for years over water rights. Some sections in these states were forced to ration water. Vigilantes checked meters for "eter hog3ing. The Ce‘i- fornie legislature was asked to put up $1,000,000 for ideas on how to get sweet water fron‘the sea cheap. California's Central Valley was hard hit With de i ry herds cut down or lost entirely as well as other crops lost because of lack of water. Exnerts are reckonin3 the time when the last newcomer will cross the Rockies headi.e West, because there will not be enough water for all. Some Los Angeles engineers have alreadv set the deadline at 1958. This shortage does not emoly entirely to surface waters, but to a large extent to ther rao idly de:1inmshing sunply of underground water. Old wells have been drilled deeper and deeper, some have gone dry, many near the ocean have become contaminated by infiltration of sea water as the ground-water level has been lowered far below sea level. He-v farms are deserted because wells no longer can sunoly sufficient *rater. Irrigation is the life blood of dry Arizona's economy, with two thirds of its water sugply derived from underground sources. This under3ro 1nd suj)oly is SMiftly being drained e'ay. S. E. Turner, U.S. enei neer at Tucson sa id: "The situation can no longer be solved by DJ rilling new wells." In several areas water levels have dronped 55 feet in six years. Some land has alr ady returned to desert and much more faces the same fate. But the premium price of agricul.urcl crops makes for- mers dig; more wells for irrigation. In t e Texas Panhandle nature stores an timeted 50 .000 ecre- feet of water a year whereas farmers withdraw 750,000 acre-feet. In one locality a barrel of water costs more than a barrel of oil, due to the under-ground water shortages. Th Middl fes t and the East are also depleting their under- ground water supplies. Louisville, Ken tuc“v reports a UO-foot drop in ten years; Indianapolis water table down 50 feet; Baltimore deduced *uping because of salt corta.“1ination; and, Broolclyn's water table has dropped 35 feet below sea level. Lansing Area Situation This renort will be concerned with the City of Lansing and East Lansing and the closely surrounding area. Greater reference will be made to th East Lansing area. East Lansing's water consumotion has increased steadily over the past years with a norticularly sharp untrend tn_i the early l9b0's. The city has dri led two new wells in I orth Side City Park which at F.) present are being prepared for the installation of pumps and a new treatment plent is now under construction. The mean annupl consumption opproximetes 1,000,000 gallons oer day end the summer consumption aver- Michigan State College also o.lnr:e consumer of well vet r, has tremendously incrensed punpoge beceuse of its rauid growth. The trend of averege annual punooge by Xichignn State College is summerlzed by the following table: Year Mean ann‘al pumoege in gallons per day 19h2 632,000 19b} 71”,000 l9b4 323,000 19u5 712,000 19&6 1,023,000 19b? 1,250,000 Note that in the 5-year period ending in 19$? the voter con- sumption of the college was doubled. There is no indication that this trend will diminish, but rather it will hold steedy or may possibly increase. The City of Lansing has also rauidly increased its average daily withdrawal of Hell Water. The upward trend of average ennupl numpege can readily be seen by the following sunnerirod tohle: Year Mean annual pumpage in million gallons per day 1910 2.9 1920 0.7 1930 8.5 1936 12.7 10kg 1°.5 lobé 13.3 1007 12.0 Lansing Township and Industries with nrivate wells (forge plants, nutomotive olents, railroads, air-conditioning units etc.) average approximatel” 2,000,000 gellon per dav. Landell Metropolitan will start steady sunning operations soon to add to the water demand from this Prea. The sum total of the averages in this aree.is 20,000,000 gallons per day of with-drewal from the local ground water resources. This larger volume shows no indication of a decrease but rather more than likely an increase becnuse of population growth and larger indus- trial demand. The static head in East Lansing has dropjed 23 feet in the past nine years, and in Lansing from data taken on four observation wells, the static heed has declined considerably, Cs the following table shows: Static head drOp over period of; 1930-40 who-Ml, 1944-45 1915-46 Lansing Well # 4 26' 6' 12' 2.5' Lansing Well # 6 10‘ 37' 20.0' Lansing we11 # 7 13‘ 46' 23.65' Lansing Well # 8 10‘ 6' 6.0' (data from United States Geological Survey) A 7 A: The general e fect of this increased jumping has lowered the piezonetric surface in all areas observed. The number and location of wells in Lansing and vicinity can be found from Figure l. . Area Interference When a well is jumped the meter table or piezometric surface in the vicinity of the discharging well is drawn down in the shape of an inverted cone with its ap K et the jumped well. As pumping continues the cone of influence deepens and enlarges its base area or circle of influence, until the total recharge within the circle of influence is equal to the discharge of the pumping well or until the cone of influ- ence intercepts a surface source such as a.lake or stream. When draw- down cones or circles of influence overlap interference between wells occurs and a decline in yield or an increase of drawdown in each well will result. The amount of interference depends on the .ermeaoility, thickness, and storage canacity of the aquifer; the rates of discharge by the severa pumning wells; the distance between wells; and the regional conditions of recharge and discharge. An automatic water-stage recorder was installed at the Horth ide City Park on # 2 well in East Lansing. The fluctuations of the U) uiezometric surface were recorded for a six months neriod. The individual end the combined numpege to the city mains from East Lensing's East and West well stations were 91 otted for the six months oerf .od. Figure 2. This is not an exact figure of the total withdrawal from the wells, beceuse the well s are not metered but only the amount of water treeted at the plants end going into the city system is metered. 3igures 3a end 3b show typical deily charts from the treetnent plant flow meters. The wash water, end regenerating water at both plents, which use the zeolite urocess, is wasted. This e ffects the greph's magnitude but slightly, end the overall picture will not ch n :e because both plants weste en almost equal emount. The East Tells are 2300 feet from the “orth Side City Park, the point of observation, he West Wells are 8300 feet, and the Colle: 2e "ells ebout 8700 feet. Over the period of obserVetion there ere several indications of interference between th East and he st wells and t1 e point of obser- vation. If either well shows interference with the observation point it can be concluded thet they mutual y interfere. In Hay on the 9 th_ end 20 IE: the Best well shows an increase followed by a decrease in pumping, and the water level shows a draw-down end recovery respectively. The Hichi en State Colle e renio increase in pumping the 22 2d, 27 3;, and 28 _h;indicetes interference hr a correSponding drew down of the water level greph when East lensing' 5 total pumpeqe .rould indicate a recover? curve should occur. The mon.h of June generally shows a combined trend of all three users, Best end Jest wells of Best Le nsin ng and the Co‘lege wells. The only good indication of fleet well inter- ference is on the 17 th of June. West station increased pumpege to over 1,000, 000 gellons per day, Ee.st reme ined constant and the Colleee decreased pumping which started 2 recovery curve on the water-level chart, but the increased oumoing by the West wells fle t tened out the recovery curve. On the 29 th_of June, erest end Col leje reduced nu.nn ing, but East increased numpnge. The combined magnitude of the numpelr _e reduction 0y West ste.tion and College was considerably greater than the incr=ase at the East station and consquxent a general rise of weter level occurred. However the proxinity of the East station to the observation well results in greater interference effect for a given oumnege change and thus the increased pumping by the East station flattened the recovery trend of the water-level graph. Fron the 1 st to th e 6 th of uly the East 913 nt pumped at a smell and constant rate except for one do”, the 4 3h, The West plant made a small overe‘l increese in rate over thet period e :ce13t for a shero drop on the n th, The Colle ege dropped in rate sherply and a general recovery curve of the water level followed. The sharp decrease of both the College and the We st plent on the h th_eresed the effect of the East plen's larae increase. The rest of the month July the water-level curve follows the punoing to the West well most in detail, H: ected considereblv 0v tEIe ler~e erb ipt cnen~es in College pumping. J In August all stations pumped the l _§_end a n;_at an in- creasing rate. On the 3 rd East end Collee e decreased considereoly but West increased and effected the recovery curve in that it slowed it p a great deal. On the 5 th_College end tiest boosted their rate, East did not end the 'eter level declined egein, the curve steepening when Best raised its rate. Another strong proof of College interfer- ence is the increase in rate of East Lansing numpege from the 15 th_to ~ 2 nd and the resulting draw down of the observation well. Then the h) L) ollege went from .8 of a million gallons per dey on the 22 nd_to 1.25 million gallons per dry on the 23 rd_end increased up to 1.5 million gallons per day which abruptly steepened the draw down of water level. The College dropped beck on the 28 th_end more on the 29 3h, Eest Lensing held and drew down of the piezonetric surface leveled off on the 28 th end started up on the 29 th, In September all stations increased on the 2 2Q starting a receding water level. Jest wells stayed constant thru the 6 th, the College dropped steadily the 3, h,'end 5 th.end the West well drOpped bv .6 million enllons per day which sterted the recovery curve. College b and nest were constent from the 9 th_to the 15 th, On the 10 th West increased numpnge which leveled off the recovery curve end reduced pumpege on the ll th.which increased recovery again. The general trend in October seems to be n combined effect of all three jumning stetions. A few peeks or depressions can be snotted, uch es the low on the 12 th_ effected by the East plant's inereesed pumpege end on the 20 th_the College increased and East Lansing decreesed but the water level still declined. However just trends were shown and nothing too conclusive could generally be depicted for October. The evidences just cited for mutual interference, between East '2 Lansing's Eest Plant and West Plant and Michiuen Stete College end the .oint of observetion, proven from severel observetion over a 6 months period, means that they all nump from the seme psnifer. A closer study ’7.) '.J- nd more minute comperisons of these grenhs will snow more indicot one ._1 H- Of t1 s interference than those pointed out in this report. The United States Geolo3 icel Survey hes previously proven mutun nterference between Michigan State College and Clever Farms, and Clever hj arms and the City of Lansing. Therefore it can lo3icellyh e concluded tlat the three mejor users of well weter or in fact all users of well water in this local area, Lansing, Lansing Township, Industrial,Air 1.1.1 ID ”3 cf' Conditioning, Landell metropolitan, Micnigen State Colle3e, and Lansing ell are inter-related and onerete f rom the some aquifer. Fart her uroof of this inter—relation can ee.si 1y be observed Erom th uree grenhs preiered (Fi3ure be ,b, c, ) for punning test data. It was desired to stabilize dumping conditions and the piezometric surface as much as possible orior to the test, so that changes resulting .due to the test coqu more readily be detected. With the cooperation of the City of East Lansin3 the sta3e was set. The West Plant (Ihere test was to be run) was shut down, Wedensdey, November 24 th_at h P.M. At 7 P. M. the East Plant ran a constant rate of 550 gallons per minute, (to supply the cities needs) until 5 A.M. on the 27 3h, So East Lansing was at a constant and steedy rate. The College dr0pped from 1.5 million ‘ gallons oer dey on the 214' t}; to .83 million gallons per day on the 25 th V c (Than? me i ving a ation) and it stayed at this low rate thru out the week end nicki 1n3 up at 8 A.M. November 30 (school started). Our water level recorder showed a. steecy c imb of recovery broken or 1y on the afternoon of the 26 th when the Colle3e for 2 two hour period jumped from 800 to 1150 gallons per minute end East Lansing West well # 2 vent on from 0 - 700 3allons per minut e for the duration of the test until 6:30 P.M. Recovery still continued and even when East Longing picked up, efter the test was run, November 27, end 28 th recovery still was in effect from the College's pumoege reduction. School st erted end a declir e sterted, but then a deeper low in the curve is shown from approximately noon on the 29 th_to early morning on the 2 gd_of December. The general decline was indicative of the College, but this sudden increase with three distinct oochets was unexplained. By canvass of the principal well users it was learned that La.nsin3's Riverside nlant loc ted along the Red Cedar River between East Kalamazoo and the Pere morguette 'd eilrosd, started pumoing at the hi3h rate of EH20 gallons per minute from 5:15 to 8:55 P.M. on Hovember 29 th, from 5. '00 to 7.15? .H. on the EOth_end from 7:15 tol m5 P.M. on December 1 gt; ounning a total of 759,000 3allons, 713. 000 jellons end 883 .000 gallons res- actively. In this short oeriod, East 12 Mi 3punpe3e was steady with no major vol‘ue cien nges. This direct interference of Lansing with E9 st Lensi n3 would oossioly explain many other trends in the graphs of the six months period. Pumping Test :ne ph‘f M1 al properties of the ground water reservoir can be determined by a pumpin3 test. The transn1s sion and storage cepecities of a formation ere innortant factors in determining the yield of a well. The coefficient of trensnissibility is the rate of flow in 3H.l or 3 per day thru a vertical strip or e foot wide exten ndM n3 the hei3ht of the saturated uor’ion of the aquifer, under a hydraulic gradient of one foot uer foot, at a Water tenoernture of 60°F. The coefficient of store3e is defined as the emount of water in cubic feet released from store3e in a vertical column of the aquifer With e.one square foot base when the head is lowered one foot. 10 By plotting time versus the amount of draw down and observing the rate of uumping and distance of the pumoin3 well to the observation well, these coefficients can be determined. By a study of the departure from normal of the slope of the draw down curve interference of other well may be determined. Imoermeable barriers in the formation may also be determined in this manner. If there is surface reelar:e, or a reolosic barrier in the area he slone studies will reveal tL so features. A sampling of the field data colleen d during the ounoin: test is shown by the following tabulation. Final results of the water-level measurements and other field observations form the basis for the construction of Fi3ures 5 and 6. ansin3 West Plant, Well # l L tell # 2 Pumning, Q,= 7oo 3/m Hour Tape Reading at I Depth to I 8 / rz/t Measurin" Point [Water level tea ter 2:24PM = 100.00' 32.22 67.78 2:25 # 2 Pump started 8 2:31 100.00' 32.13 67.82 .04 2.4 x 10 2:46 1oo.oo' 31.%9 68.11 .33 6.85 x 108 3:15 1oo.oo' 31.21 68.79 1.01 2.33 x 107 ':oo Vioo.oo' 3o.25 69.75 1.97 1.52 x 107 5:12 100.00' 29.26 70.74 2.96 8.62 x 106 r = 1000’ approximately The Theis Graphical MeJhod permits an analysis of the field data based on the rate of decline of water level on a single observation well. 11 Theis equation: 00 (1) _u llh.6 e du s = T u 1.87r23 Tt Where: 8 = drawdown in feet. Q = discharge of pumped well, in gallons per minute r 3 distance of observation well from pumped well, in feet T 3 coefficient of transmissibility in gallons per day oer foot under unit hydraulic gradient. ’coefficient of storage, as a ratio or decimal fraction U: II t 3 time of numoing in days. The exponential inte3ral of the above equation is replaced by the term W(u) which is read "well-function of u” and the equation is rewritten as follows: 114.50 fl 1.szr?s s = T L01) u : Tt we have Q and s from our dats.and by plotting values of the 0 ? V n drawdown 3 against values of r’/t on lo3aritnnic paper to tne same scale as the tyne curve, W(u) against u, a curve similar to the "type curve" is developed. The graph of observed data is super— inuosed on the "type curve", with axes parallel, and a nosition is found where greoh most nearly matches the "tyne curve". An ~‘L Theis, U.V., The relation between the lowering of the piesometric surface and the rate and duration of discharge of a well using ground- water stora3e: Am. Geoohvs. Union Trans. 1935, pp. 519 - 52b. 12 arbitrary point is chosen (Figure 5 when x on plotted grrnh falls on type curve at arrow). W(u) and u are then found on the"type curve" ‘ T and T can be found from equation 2 end from equation 3 using tne just found S can be determined. fron "type curve" from test data . 2 ' u = 0.1 r /t = u.1 x 10L wcu) 2 1.82‘ s : u.1 (2) T 2 4.1 35,600 gallons per day per foot (3) (5.1 X 35, 61V) , _4 s 2 1.37 x 4.9 x 100 = 3.89 x 10 Another form of equation (2) has been developed by Theisl which determines the coefficient of transmissibility as follows: (4) zeuq x 10510 (tB/tl) T - ‘Eé Z‘Eif"“' Where: to - time of second observation t1 = time of first observetion drawdown in feet of second observation drawdown in feet of first observation 61 The data is plotted on a semi-logarithmic coordinates with t H 1 v plotted on log scele and s plotted on rectangle scale ( igure 5 (u) gooo 264 x 700 x 10510 100 . - T : (6,2 -2.1) L—- g L5,000 gallons per day per :oot Thezls, C.V. op. cit., pp. 522 13 More weight is given to the "type curve" method in this test because the duration of the test was too short and not enoufih obser- vation points were established for a complete analysis by the semi- log method. A previous test ran on a College well had a "T" value % of that of West well # 1. This indicates a decided change in the formation between the two sites. A change in the permeability or thickness of the sandstone is indicated. Further tests from different wells and observation points would locate this geologic barrier where transmissibility has a high coeficient on one side and low on the other. Pumping tests tell the capacity of the well and also the value of econ mical well spacing. This last has long been ignored and greatly abused-~econonical well Spacing. Two or more wells Whose cones of depression overlap are impaired in their yield. In this case the combined yield of the wells will be less if pumped simul- taneously than the sun of individual yields if pumped separatel".1 Recharge The water we use today has been circulating since the world began. Water rides the eternal merry-go-round called the hydrologic cycle; from moisture in the clouds it falls to the earth as precipit- ation. Some goes directly to streams then to lakes and evaporates to be tranformed back to moisture in the clouds. Some percolates into the soil to feed plant life and is given back to the atmosphere 1_l ILegette, R.M. The Mutual Interference of Artesian Wells on Long Island, New York. l# by trrnsperation. Some percoletes farther thru the top soil and sub-soil to permeable deposits of unconsolidated material or to norous rocks. Sonetimes it continues downward and flows laterally D to be discharged as base flow of surl U) ace streams, as springs, a recharge to other aquifers, or to be salvaged by wells for the use of man. Thus recharge to the sandwone aquifers may take place by (l) seepage from surface streams, (2) infiltration of rain water or precipitation, and (3) from under ground lateral flow. Need of Further Investigation Available records indicate there has been a steady decline in static water levels in this area since 1910. Steady increase in pumnage by practically all users especially the four large con- sumers; Lansing Township; City of Lansing, Michigan State College and East Lansing, have accompained their growth. With the increase in pouulation there follows an increase in water demend more industries and again more water. The recent growth of air-conditioning requires large quantities of water to supply the coolant and it then is wasted. It takes 65,000 gallons to produce a ton of steel; 7 — 10 gallons to make one gallon of gasuline; 15 gallons to provide for one gallon of beer. What we must do is conserve our allowance of water as long as we can. Water can be made to WALK instead of RUN, and sometimes it can stand still. When the hydrolotic cycle is sneeded up the LAND SUFFERS. Conservation Department reports the "ground-water table hits lowest point in lb years." Only by means of mathematical analysis and by a study of long term records of water levels and 15 g precipitation con the decline be distinguisned as thet caused by overceveloonent end orecipitation deficiencies. The water-level trends in this area heve been given end also thet arse consioers are drawing from the some aquifer. As pumping increases in press of mutual interference, the oiezometric surface declines to maintain the same pumping rate or discharge. More nower is needed when this is done to raise the water thru the increased lift. As the meter level droos, the effective trensnissibility of the e uifer is reduced end this decreases the yield, which results in ore added power and you have a icious cycle sterted,- the consumers £3 dilemma end well digrers end motor manufacturers delight. Also increased drew down may cause cementetion of the water- beering strete in the de-wetered areas which further reduces the future yield ner foct of drew-down. A local olnnning commission of those concerned should be established to thorounhly investigete end study the oroblem before it becomes e.serious condition. The State Geolojy Division has been concerned with the seriousness of ground-water conditions beceuse Senate Bill fio. 195 wee presented end prepared by them to esteblish controls end requletions for the drilling of wells, Sec. 31 to 6b. A local commission for future long range planning and mutual cooper— ation would be 9 step in the right direction. 16 Bibliography Water - Wealth or Waste by William Clayton Pryor Readers Digest, "What Are We Goin: To Do For Water" pg. 25 August l9h8 Gas City Pumping Tests— Stete of Indiana, United States Geological Survey 17 .2 __ ._ :IIWIEN - .1 . 2...! .4 n36 /, l J» QaIMsW - i... igiii , 8 2.32.. 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