THE ECQNFMICAL SETTlNGS 0r DEEP WEN. TURBINE PUMPS THESIS FOR THE DEGREE OF C. 1. Harold B Huntley 1933 .Ti-AESIs If? (.llj’.‘ no) 9’?) (‘7, {I}: . . ($11ib!91lll~i1llv .n .A r‘ n .A r .. Iv. 4 .\ . I I _ , . 7 Nb! ,1 \I ”1.? \1 ..\. I {fawn urur..fl.a..n Efflunvuiflr. ‘ ‘ . ' v TIL“. "' v 1'. '4! :Aas'h‘m '.'. \,'.‘ r' } L.“.AI ‘ “.1 ‘ .>_ 96'? .l' .‘I'. '1 .'.-" >-‘.?% ' ‘. ‘_ 32’ ,‘a'c l .YNPW . I "If." ' _ . ..' I. ‘ ' . 1‘” ' 1- P” w" .o ‘3!" ‘1 ".' . o | p'f .' i-r"l":.'-Q".M'h C _ , - I“ r I. . was {9' 3415‘ W. 5 "x 5911 . 0 I It." .- l ‘ 5 ‘ v ' ‘.. .: ‘ . DI‘.~0H'.‘.;.f“n...‘.lr. 3,.)13.‘ .- V' p:_ x \.I 4% ‘fi. 1 . - 05%,". 1.3.1» " ‘-~° | ‘0\'5\ 4.: fd‘.p}~;‘: " ‘ H" &‘%?4 3 n') ‘2‘? "r. ‘-"‘.* ~'1-t“.1 » ‘ l‘.l 1} ET?" :1 “ «5% -_ .1. 1. £1 5 ‘ I II '*‘ V. t “ ' 1 4‘3}- “.l g" 'o ' *J“". 1' If.) " v . ‘ f w firm -, 71‘ . .‘ I’hv ‘4 (XL.{rVR':1".'."‘)‘/‘I ‘9 t l :I :‘uthy‘:2.’& . £|YP ‘ £1} 1 - ‘ — . $3413 7.! 3". ‘OI."‘ IL AH?» " o _ ,‘ .' ‘- ' - ‘—' I ~] - .1‘. ' . 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".c .; ”’5' \I '1' I ‘J ""-‘I. ‘ I" 1 we 1.1., v w" * 3:3 ‘CufiLLICAL 4LTTLQGS OF DH TELL TL" 11151 1315 PULL? 5 A Thesis Submitted to the Faculty of Kichigan ~”cater Callege, East Lansing, Lichigan. By ( Harold BL Huntley .--- Candidate for the Degree of Civil Engineer, June, 1953. TH E431: In presenting this thesis it is the intention of the writer that it may be used in; practical way for deter: mining the prOper size of pump to be installed in a well. It is not the intention of this thesis that it will cover every set of conditions but may'be used as a criterion in working out the prOper computations necessary to select the most economical pump fer a given well. A deep well pump should never be purchased prior to getting the data on the well in which it is to Operate. tests should be conducted on each well to obtain specific capacity; drawdown; static level; G.P.B.; etc. Drilled wells in different localities and often at the same locality, have unlike characteristics and.it is therefore advisable tn do little or no guesswork regarding subterranean condi- tions. The variance is probably due to the porosity of the toil, the slape of'the water bearing strata, the pro- ximity to an.underground stream, or a multiple of shnilar variables which make impossible the fonnulating of an exact set of rules to follow the selection.of’the ideal pumping units for wells in general; therefore, each must be.consider- ed individual 13 . For convenience, each pumping problem.may be divided into three main parts: first, the desires and needs of the 71 0175 i 1 purchaser; second, the conditions of, the size of, and the water producing capacity of the well; and third, the method or means of driving the pump. The quantity of water needed and the point to which it will be delivered, generally constitutes the desires of the purchaser. Frequently these requirements may exceed the possibilities of the well which may be too small to accomodate a sufficiently Large pump for producing the desired capacity, or it may not be good water bearing strata, or it may be where a well of high capacity is not obtainable. These are Special cases which must be solved on.the job. Quite often a turbine pump sale hinges on price as much as anything else. For that reason attention is directed to the fact that the higher the Operating speed of a pump, the lower the purchase price will be. Drum 92 £3. 2399313184 T: The pump selected will depend on local con- ditions. This takes into account the electrical energy available and.cost of electrical power. There are many different types of deep well turbine pumps on.the market today, 1.9. 1. Those that are water lubricated from pump bowls to discharge outlet. The thrust bearing and.motor are oil lubricated. These pumps have rubber bearings which are perforated so that water can circulate through the bearing to the shaft. The shaft is not covered but runs in the stream of water in the eduction.pipe. (See Chart #1). 2. Those pumps which are fully oil lubricated from motor to bearings in the pump bowls. These pumps are usually heavier as the necessary oil lines and cover pipe over the shaft make additional weight. These pumps are built very much like an ordinary centrifugal pump which has oil bearings. The oil is fed through automatic oil- ers from the surface. The automatic oiler turns on and off by a solenoid valve on the oil reservoir.(See Chart # 2L and 2B). 3. Those pumps which are oil lubricated.from.the motor to the pump bowls the same as those nentioned in item #2 except the bottom bearing in the pump bowls is packed in grease or an oiless bearing. (See Chart #3). The R.P.M. of'motor depends on.the most suit- able pump manufacturer to meet the well conditions. The cost depends a great deal on.the revolutions per minute (R.P.ii.) of the pump as this determines the nun-l ber of stages in the pump. Usually it is more economical over a long period of time to select a lower speed pump as the parts within the pump will not wear as fast as higher speed pumps. During the past ten years many valuable improvements have been nade in the deep well turbine pump. The developments consist of better mater- ials, better hydraulic conditions within the pump; hence, increasing the life and efficiency of the pump. The costs of pumps of the same quality are very nearly the same. All of the costs taken in the following canputations are of one make such that com- parisons could be made between different conditions. The type of well considered is the deep rock well similar to the wells in and arourri Lansing, Michigan. Originally deep well turbine pumps were made for shallow settings and low heads, hence, their deve10pment on the west coast for irrigation purposes. The gravel and shallow well would be handled much the same way as the deep rock well. Usually a. gravel well has a much higher "specific capacity“ than a deep rock well. The diameter is very much larger than a rock well and no restrictions are made as to size of pump bowls. As a comparison the amount of water that my be pumped from a rock well is usually from 200,000 to 500,000 gallons per day as compared to that from a gravel well which may be as high as 2 or 5 million gal— lons per day. The pump setting is the distance from the sur— face of the ground or pump base to the tap of pump bowls. Ordinarily this is the total length of the eduction pipe or column piping. The settings taken for aloulations are 50 ft.; 100 ft.; 150 ft.; 200 ft.; and 250 ft. below grade. The setting, of course, depending on the drawdown and static level. The static level is the depth below the surface to the water when the well is not being pumped; in other words, the static water level is the standing water level and in this thesis is taken as 40 ft. The distance the water pulls down below the static level in the well is known as the drawdown. This distance will vary in the same well for different pumping capacities until the max- imum.of the well is reached; that is, until a point is reached where the amount being pumped from the well equals the flow into the well from the water beraing sand and gravel. The "Specific Capacity” of a well is the gallons per minute delivered per foot of drawdown. That is, if a well will drawdown one foot when water is taken from it at rate of 5 gallons per minute the Specific Capacity is 5. Likewise, if the well is pumped so that the drawdown is 100 ft. the quantity will be 500 G.P.M. delivered. Each well has its own peculiarities in this res- pect and if it is a newly drilled well, it should be test- the , ed before the permanent pump is purchased. However, if this well has been in production for some time, this information is easily obtained. The total lift below, or pumping head hathe well is the depth to which the water recedes when delivering the desired capacity and is the sum of the static level, plus the drawdown. To this must be added the lift above the surface, if any, and the friction in the eduction.pipe. This final sum will be the total pumping head. The lift above the surface in this thesis has been termed "external head” and is 150 feet. The number of hours which a pump is to operate during tn the year has a very distinct bearing on the selection of a pump. If the pump is to act purely as a stand-by and for extreme high peak loads as often occurs during the summer months where the pump‘would Operate from 2000 to 3000 hours per year, a lower priced pump could be purchased. In selecting a pump fer this service, no doubt efficiency could be sacrificed for initial cost in as much as a higher speed pump would not doubt give a lower cost per million gallons per year than a more efficient pump at a lower R.P.M. The ultimate aim.of'the purchaser when.purchasing a pump is how'much.will the cost per million gallons of water pumped be. This cost is made up of power, labor, maintenance and.depreciation. Usually on the standard makes of pumps the maintenance, depreciation and.1abor can be omitted when.making comparisons between.different makes of pumps and Just the power cost considered. If bids are received on several different males of pumps and all the information scheduled on a bid schedule a comparison can be made very quickly as to power cost per million gallons pumped. Plot the performance curves of each pump (head capacity, efficiency and H.P. to motor) and immediately it can be seen which pump has the better characteristics for the work to be done. Also plot on one sheet the electric consumption (Kw-hr.6 against gallons per minute pumped and.on.another sheet plot the duty curves (ft.lbs. per Kw-hr. against G.P.m.) of all pumps. Particular attention should be paid to the pump characteristics. The curves of the ”head capacity" and ”efficiency” should be fairly flat, 1.8. the amount Of water produced from a well very seldom increases but on the contrary the pumping level will drOp after continuous Operation and hence increase the total head and decrease the output (G.P.H.). Therefore, if the operating range of the pump is such that a drOp in output (G.P.M.) takes place the efficiency of the pump should be such that it would not increase die cost per ndllion gallons pumped. For example, the output desired is 450 G.P.m. against a total head of 240 ft. .Assuming that after a period of Operation the Output of die well will drop to 400 G.P.M. the head will increase to 260 ft. As shown by the per- formance curve (Chart # 4-) the efficiency would increase. Unless it is very certain that the pumping level Of the well will not recede, a pump should not be purchased where the Operating range on the performance curve will be a max- imum efficiency and a slight drOp in the pumping level weuld cause a drop in efficiency. A way for compensating for a drop in output of a well is to remove one or more stages from the pump. This is done by removing the impellers from the pump shaft and allowing the water to pass through the pump bowls. The number of impellers removed would depend on increase in head cussed by the pumping bevel drOpping. The drive shaft of a pump should also be heavy enough stock to allow additional lengths of column to be installed, thereby, lowering the setting of the pump. This will Often take care of a drop in pumping level and allow the pump to Oper- ate without taking air through the suction of having the discharge throttled. From the data compiled on Charts # 5 *0 55 ”‘c' the total unit costs per million gallons pumped for Operat— ing from 2000 hrs. to 8000 hrs. per year are calculated. The curves and data show that for a higher "Specific cap— acity" the shallower the pump setting. The following gives the most economical pump settirgs: Specific Capacity Economical 9; \‘ngl ME... 2 175 ft. below grade 4 110 to 125 ft. below grade 6 I D I I I I. 8 100 " " " 10 90 to 100 " " " These curves (Charts #17 8'6) cannot be used for every set of conditions but are used merely as a guide to indicate within a range where the most economical pump setting will be. The data for a 50 ft. setting was not used as in this type of well (deep rock well) this setting would seldom if.ever be used and the pump would be somewhat special. “ 1.’ t i a ._ ‘ r \ ' ' u" a \\ f , sex :1 ( I 1", ‘ L\ in. I 1 Q ”:11: l. . , t g‘ ,\\\ ' ‘ is .' ad 9}" I, , \fl‘ ‘ .- . . . \K \ . \ I ‘\ ‘ x 'V‘\ - \’(‘ ' \ rh‘V—‘~-'F~" _ fiu < / a I! ‘X ‘1‘ r.IM.4W~—.~?Y 1.1., \V// .‘F ‘ l‘. -‘ 1 l .;‘ 3, \. \> — 4 a) G -r I, I #- ,. 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J . pump .j‘ha’y Coup/x'ng. ‘1 4 I 7‘ 43 giana .5//H(7 r‘ .5“ " 5:;«517: Eow/ J mks/ereasrucarcd Disc/mg}: \\l p renown, Bear/"”9 5 Dwipe 'er Lock ch/ \ \\ L_ .Vr‘re/U'er‘ Dupe/5:" Bush ":4 J 4 I” “armed/ah: BOW/- 55 .u’Ift-riubrxca/ed fn/ermea/xa/e @ ”"”f - ficw/ Bear/fly. :3 Cari/on Bcw/ :3 k’a/er Lubr/ca/ea’ Sue/ion /// ow Bear/n9 / ._ ‘ 55A pump Jim/7 Cap. @ /// ' ‘ ' / L ’ / 59V Jae/ion J/ra/nor'. @/ / 43'4J-44, Domano Na far- A ubr/ca fed 1/”! Sim/7 Gala/e gear/r19 pafen/edOCX 20,/925. @/ - V . ‘ | l 49-5/-5g_53-f4_56 ) pomond Wafer- Luor/Cai‘cd Turbine pumpAuemb/y. pa fenf'edJep/ ZZZ/925'. {I "r’: , k f— —— Oflur Pa/tn/a Pcnd/ny. -— 58 , \ , H , £43 , ~ I [’1' I f" f II F JECTJONAL ILLUSTRATION i; . I 51‘ I I ’7 ' ' 59 OF TYPE 'HJ" ‘ ' It" POMONA I. o o .:. ——E1_ECTPIC UNIDPIVE— DEEP WELL TURBINE PUMP WED LUBRICATED BELOW m: HEAD ) ' - . . . . 1 all/ol/d l)l())I/) (.O., Pomona, (.,(///,’97‘71/(1 l' ‘ ." ll ‘ H and AL" 3 :43ch " U s Electric comzanv I; 4 ".3‘ 3-4 «1“nKO“? t U1“. -*.:- . _ 110C. :‘0: 01;. 453 Volt — Q qycle a Phase - J: Depree .4 31V ,4 a '. .2 r q 5' a t - v R \ v " '3.va LEI-ump- r as 0 ‘09? p q Ur ; I \ / '3‘ i ' , | ‘ v k a ' ///. . I _~.\~- I :33, ‘§ it . Electricaly Operated ’O_ aLTomATIC LUBRICATOR to be ' supplied in ;1ace of the sight I feed oilers illustrated. 1 I U ' ’ “ 20 savanF ‘4' on“ ma I “Rum ~75me 2 Wm row armu 'M saw: no: nan-m: m can: hear ”R an. saunas new. up . 3':;:W nus-nee m WS'xHP-le P-Omt — m a ma name an “wunau-u-so-uun-c m: m “mu pigcncess pg...» qémpwjr, ml GWHHBZl .g'"‘."- , 3:4 MOTURBO enemas. coco---'—--JO'-a-uou I a l . ‘0 I l 'A I I I l. l-, I“. ... |. 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'08) suns e u D ‘ IUNIVIR 5M" x. - SS 0 / Extra Heavy (350M) Pump Bowl castings steel \ I Bronae, Jil LubriCated, Main Bearing (11”long Water "By—Pass“ Opening Bronse Intermediate Be rings ( §"long) 0 Bronze Intermediate Earrings (41'3" 1011.11) dater By—Pass deal (Bronze) eerie ~ Jronge Im,ellers , .. , . . . 3 arouse -n armediaie jearings (43"lon ) O /I .. . . . .- . ‘ t:) arouse In«;rmeuiate scarings (42”lonu) Bronze Impeller 25) Jil Lubricated Jottom Be rial (13"10nd) v \ (- one-an) 4“fim1nxmeuywq 13 i‘C' 5 . d§”f ,‘ -§“"-STAGE ....... INOH'-?:-- Toncan auction, drcen 1.71/0 -3‘~*"~1n0r- PEERLESS PUMP COMPANY L05 ANGELES CALIFORNIA. (wcsnnu moroav) MASSILLON OHIO. ((1:37an rncraflv) GHJEEZB *" inner: _ Sag/5W. 1/4” air Linc (Toncan; I K \ 5 4 _f f " WE 0F IDA/77' / Slro/ner 2 Sucf/on ,o/[be 3 .S‘uCl/on fbflge K 4 Boffom case bear/fly bus/why 6' Bo/fom case 6 Sand cap 7 Series case 8 Key for serves case runner 8% Key for top case rapper 6‘5 lfey ring 74 / 0 Series “388 I‘ll/7082‘ J #9 75,0 cos-e , .4 7 / fl 7é0 case I bear/by , / #4 Fifi/rig staff 70 7.3 _ \ . 72 A" Om‘er ca/Umn lower f/ooye , _ 5* . S p . /6‘ Sim ff coup/ing . as k 5 l7. Maya rar- cat/bf col coqel J spider- I 8 am,- ca/a/nn cows/Mg J spider 29 / I V / @ A9 km er- ca/uom coup/fry c! bear/n . I , f3 . .20 Oumr column 82 ' _ _ V \ 27A 2/ Inner ca/am» ' I .l._ . 22 Column 3/10)? 38 33 lgwfmg fbnge ”(17‘ a3 34 Aq/us/Ihy flange 6'6 27 0/7 rely/her lave/- bear/by 8.1 600d 2 8 Upper ball bear/cg 29 Lower boll bear/£9 8.1.40.6: head .70 Hal/ow sleeve 81 head 3/ S/ee re naf app er .-"_// l /_ , 32 Sloan nal‘ lower 6’3 Heads/Mfr Ire] B. l head 33% l/eoacehoff lrey 0C head 36' A’Wcfia/‘f ”all (W? “i C, /// 38 nmor ,oof o. c. bead . 3874 77”.qu ,oof cover 06‘. head 61:53:55; ~ 3.9 750 c0,o éijfgf fl : 40 0/7 "9/0/08" upper bear/fly .5. ‘D‘ $1: ; 44 Discharge elbow ;. 7:9”. § 4.9 Molar com/- 556, .Q § 50 Polar ond sfafor ; 'Ab a 5/ 'A/r o’efleclor upper . 1 ‘ § 5.2 Afr abfbcfor lower L: a t .52? Pipe plug 5'4 0/7 gobs/7e,“ 58 Sly/fizzy box filly 5.? Cap /ea#)or Foch/r29 Cage riry Pack/by ring 3 flit? Ag/usfihy Ill/l inner co/z/mn 6 6 Packing gland 68 Heady/:0” 8.! AW 6000’ 68A Headmff 0.6 head 70 lower half coupling 7/ Molar boll“ coup/fry 7.3 Key far molar half coupling 73 l Sef Screw far coup/thy 74 I Mo/or barrel 76' Motor 0. C head 76 Cage/ing ring lens/aw column 7‘? 44.4.1 ‘44. ‘ 47/371375 r fw [all Vr‘r/v A 77 7'o,ocose manor 78 Ill/{gouty Mir/sf bear/>29 runner 7.9 lf/‘ngsbur/ lbw/sf bee/why shoe 60 lflnysbury Mmf door/by app/av pm- 8/ lf/hgsbur/ fry-W dear/53 dose ring 82 Disbnce place lb,- Arhycbary W baa-lay A—o— W coo/[y Cmnccf/on & . 12.: A ._ ’ J \. /\/ ' \W/ llW/amwfl/afil Wage Allh\i'3?.t-g:;.vg_; 8’ . Adjasfim ”(If s/a/f bar [cork/by § JaUq/ pagao o’dns Joplds jO ”Wag a5 iii/milky nu/ lap balls 37% 0/7 m ' 1" khflbuly bear/by 2/24 76,0 lobe for inner column 86 Rubber goo-Ive! /9 i % ~J l ‘ §§ -—- ' \ <3 as X a 76 "I 77 8—A a T / ,1 /' E 8 S / l :2“ / I 7 s \ \\\ i / t f 6 a . t \ ‘ \ 5 i I i 25.. “— 7—,. at» D) s f e rs: 0) swag- a SEQ ”a §, '.‘i s Q gag § 0 ”3 ’5 § was g E w I I Q >0 (3 . E / as / Q I 1 l) n, k h} / 0-3 9 I ' h § < e: ‘ '1 3 Q”? s h a 10 .l 6 ‘ Q 3:0 h :21 i’ r “i ‘3 31% “rig. 3? 3* E \ 9$Qq E Q \ § we 0 a b an \ ‘48s ' g4§ é gm Q g (A s s g _, B Q 3] <3 b‘h \\ s a a V .5 . ”II-l fill: 'MQ‘J4- i..- I J ‘2 I .2-4...a I “.11... A— ...n’ . “AMA—“mi- _h_...‘-n—". _‘ o '-...J . ‘-'._-..‘M, .4")... - L '1 - N. ”up. ”(HfW'T‘ frv-J'wa-qu-wqu' -03.?» 2,. .....r. 1. ‘ .. ,3 . BATA ON WELLS AND PUMPS Specific 0500‘ D in! 2+ 2,, 1 (” q.;ggitv 3, 5311100 20010 05 5005 Total Di0meter and Cost of R.P.M. Kw-hr. Cost of {01; G 11030 50: R211 90tting Head Depth of Well Motor Pump 0.0. 2 20 , 0... .3056 200 50 200 6a - 200'. 0 600 3600 5.0 0 769 120" h .1723 250 100 250 8" - 250* 1,062 1800 12.0 1,527 :22 w .51? 5:0 150 300 2" - 500' 1,275 1800 27. 76 2,561 720 n .06; 350 200 350 8“ - 350' 1,467 ‘ 1600 36.90 2,671 i3; 0 ,5gg 035 256 400 12" * 400' 2:600 1800 50'7“ 4,078 0.0. 0 0: 6.0.1. .3576 1 50 200 6" - 200' 0 600 3600 6.7 0 820 353 ” 5 .5550 s. 130 250 8" - 250' 1.062 1600 18.72 1.793 000 0 .650 5” 150 300 12" - 300' 1,950 1800 41.39 2,560 600 w .902 550 200 350 0.0. 12" - 550' 2,275 1800 65.0 4,163 60; 5 2.2096 WWQ 250 400 14" ~ 400' 3,200 1000 100.0 5,800 0.0. 6 50 p... .006: 000 50 200 6" - 200' 5 600 3600 6.9 0 663 36% “ .515 25? 1:0 250 12" - 250' 1,625 1500 29.0 2,100 060 m .95 50" 150 300 0.0. 12" - 500' 1,950 1800 56.0 3,500 960 5 ..50 55: 200 550 14“ - 350' 2,800 1600 92.0 5,069 120% ” 1.815 501 250 400 14" - 400' 3,200 1800 155.0 7,490 S.C. 3 5% 0.5.0. .llfi EEG $9 200 6” - 200’ 4 $ 600 }600 7.8 $ $11 250 “ v .6912 250 100 250 12” - 250' 1,625 1600 37.0 2,000 650 W .060 500 050 300 0.D. 14" - 300' 2,400 1800 77.5 3,634 1220 a £04 5’. 200 350 O.D. l4" - 350' 2,500 1300 140.0 6,722 1650 H « 019 00 250 400 0.0. 16“ ~ 400? 4,800 1200 206.0 9,915 .1: {f} L) 200 6” - 200' 0 600 3600 250 ' 12" - 250' 1,625 1800 300_ 0.0..140- 300' 2,000 ' 1800 350 0.0. 14" ~ 350' 2, 000 1800 400 0.0. 16" ~ 400' 4, 600 1200 . Us a: . "I ‘ ,V .U. XII I» O ‘1 .V'as .. 2' g, méaws N 0“ ~ on» a”\ 1' 9 O K. 0 ‘ \JJW 5‘1. A "t F R} m 2'" P \f {'U‘LJU“ C 5“; {J (3 C) 2.0 - 06.0 5.0 4,696 “ 5.0 5.0 - - .101025,-. Emu kw“) Cast of Wells 6" -- $3.00 per ft. 8” "’ 4025 12” f' 6050 0-D. 14” - 5.00 O.D. 16” - 12.00 O.D. 18” - 14 50. Motors for 220 Or 440 v0lts, 3 phaé e, 60 0y0i 09. Wells extend 150 ft balpw pump.- fflizl ' 4-22-33 At .9 ’> ... FULTrU-XGE COST R'ITH VARIED PURE? SETTINGS AND EELL CONDITIONS Specific Capacity of Well - 4 Sump Setting, :35. ; 15993“ “1.211710 1.0991 , :‘Z’ i 4% 9:; 9.9;? 4O 4" . . 40 40 4O 4 5’3? “J 1. 9‘ 9- ,‘ a .9... . .., ,4, V - 9 0 1+0 3%.??? . 16° 21° -- 1° 60‘ 110 160 210 Enema-3 9.1. 11990 J 2“: :17 5,: 7:33:73. 3‘33 420 ' ' 40 240 “*0 640 5‘50 Tct l 9:11:10: .01 3.; J J “J D 150 " 150 150 150' 150 150 . . .. . . .. - .. 5 550 900 .. 200 250 500 550 400 Cost 01’ 21011 *2 7335’ 1 437 2 500 6 ' Coat; , 3,. C .m».~ . 9% 3.2.2:: , , .. 00 1 062 1,950 2,2 5 5,200 009’: 2: E «~10. Jr;:Jz~:. fir:.+r-f~'19::f'2~:~,~:e~ .. .371?"- L J J33?” {J 5,2331 4,078 . . 820 1,793 2 :560 4’1 3 5’800 Total 0099 . -- ., .. W. 1...... .11.... WW0 96% .. 1 02 1 2 0 1 4 0 6‘% _%,%%3_ 1.1.2“ ‘ ,9“: ‘.J' , , 00 2, I',’ , ,1 l , 1.-.... * 7,. 6. s ' ‘ c P 9 - 9:... 01., .. 9:71,, . __ 9:, f” 9,, ,1 3 9 50.74 -- 6-7 18-72 1.39 65.0 . 100.0 - ,. « : .. .1... -.;..., 19,2.0-. 961 25,200-.605 .. 2900-.0576 11+, 400“. 5956 26, 400-. 651+ 38,400-322 50,900—12093 ~50» 111.. ; .19? p.91." 1;.» 12:". ‘~ ’9"; ,. 739 60 1,014. 30 374 40 8'27 80 l 1' , ,... w . . .. ,- if” - ' -° , -. .300.00 2. 000 00 . Leg” w» 9* = 2, 529.70 #761. .10 .. .0280. 80 93 620.25 a; 975.00 1,500.00 -19.... .6 5-00 . 75 00 .. .6 2+0. 00 31‘ 55.00 \0 70.00 . 85.00 13999901912109 - m 72.8% i O 100 00 H N 40 00 ‘ 55' 00 N 85‘00 ' 8 110'00 002.1. 101? J... 2 “2% W " , 410'00 :iié:%% . 311'00 3.4.3...“- 0 0'00 1 . '_ . 9 9. 90. .. 91”“5“‘0,12+ .2 92 151+. 95,241.00 _ 4,785.00 3000 hm. l.» 162499 1,9 «'9: 41-12.. 90 L , ~ ' I I J I J 61.... “ :.9 , .,. 31:23? 1';§1°%8 1’ .525. 53 '° ~561‘6° L 2“1 7° 1 95° 00 3’000'00 1.9.001“ \0 £91.. ‘9 95.00 W115 00 f ' J 0123080 of 620' 85 N 975' 00 011.500-00 11191111101122.1100 ' “7’3: “- 11 “do .5 ' ' ‘ 0'00 I ' 0‘ 85'00 4 Lfi 105'9 ' 13 0'03 323:..1'9010910. « £32 ':-.:::6.:%: m g ' ”.150 00 H 2? 60“” N 85'00 H 135-00 . t7“ 155-00 00.91: 091' 3729:: J M 9% ,. ”848.00 '.' #499- .22ng2 H 511-00 "1 0 0.00 * 92» 0- 0 93 3’55. 30 -- $1.3 2-90 + 92. 2 . 5' m 91.199 4900 hrs. 1.; may 9:29-911», .. 1.9;". -" * I " V I. ' ‘ “a «n. , $15 ,3, 9.. ' ?%0.. 195.55 .5“’;§.‘Z. 11.;gZ-gg 92. {0:52 90 .- 9268 00 9798-80 91 .655. 60 92, 600. 00 94,000.00 1...... . 9" 7. .. p .9 125.”) ”‘17 0 .. $100. 50 0280.80 \0 620. 85 975. 00 031,500.00 zaintenanca 5.: 76:... 3'9 “93:43.3. “,2 150'50 0230' '00 ' ' 0:50 09 u";— 30 00 m 110. 00 ‘0 140 00 I .3 170.00 .. 0.9.9.1...16... -. . "’ . “fl, 5". ° 0° " 5° 00 5° 00 ' 2 110- 00- {R 165 00 : 0 220.00 Cost 9...: 99.: . 35.25.. 2 . 848. 00 .. 21+ .00 L“1.10. 00. 6.00 .4 511.00 , - .“‘1,0§c.00 .. . . ”-5 .6. , . 95332770 .. 5. 91‘599'6‘0 9 ,092._ _ 9m ,9 .00 5009' hm- 19 1229.»: 1129—112. 3 1 5.2.9.9 $1 899 00 2 " 0 I -. " ' I ' ' I D092...3n.-ti ; 5,11% 3:931" Eff. {3.15%{30Q13 2916.315 J ’554.70 $ ’3 1.10 ' ° $93-6' 00 ' J$21069 50 '“a 250 00 - $5, 000 00 L9b0r ‘ :2... ‘73 117. 0:. o 1 J 0 C: 76 . O 0280' 80 o '26 ° 85 , . 0975 00 ' 01.500 Q0 115111113011 nae 6% 3.3;. «.6 :s“;?.;1; \0 166230 ‘0 l 2 50 . I " 92 50 N 122 5° -.152- 50 -- N 182. 50 I “0.9r901,-.1100 - 976,65. \0 635?; ox 6 00 212 50 I... p.092 50 -. . m 115 00 N 172. 50 * g; 250. 00 Coat per year ..~%tg?g§ 99 Qqfl'gg 3 . :7%¢%;%8"< : ". £410. 00,, '4 *. ' ' , .4 811. 00, 1,020.00 w, I“ I»... z,,..m,/ch*..~.. $ 3. 2 0‘ . 00 31m 8 .. $5.36i0 56 ’00 0 250 50 150 200 350 ” GMT 69' ' " J ' ‘da I.||l 90:11 911919 01;: 3111 90-0109 0001 9119 VARIED PUMP SETTINGS 9ND WELL CONDITIONS (Cont'do) fp9ei§10 $159019; 05 9011 - 2 Specific Capacity of Well - 4 Efim? Setting 2'9. 9; 1¢£ 993 200 250 I°' 50 1009 ’ 150 200 250 399.110 121* 0:1 , : Z:- .. ‘1 L2 9+0 3+0 . . 4O 40 1+0 40 “90 meflawn it 1 53 1-: 160 210 .. 10 60 110 16C) 210 0:90.019: 1‘ E“. . L: '. .9... 3'30 1120 ° ' 9‘0 2910 990 690 ‘ 590 Externnl 11-09... 1'“: . -1».'3~ .‘l‘ 9599? 3-50 , 150 ' ' 9'50 150 1'50 150 150 T0td.;m19109 : . f-. 11‘ 0%. 399 350 400 " 200 , 250 ‘300 350 400 C0991”. of 1:39,... C: .9939. 9. 9 39:9 l 3 4‘57 23 600 ° ' 600 l 062 l 9950 2 0 275 3 5 200 C09tcm‘19 1:10:111.0 7 a 99§59 9,5;1 2,971 4 078 " $20 1U79 2’560 9’1635’800 00539 0‘ h 1 91.1273; 9 35 '13 3‘3” .1. 7:3 2 C 919.99 3 «9 J. 99.. ’3' 9‘9 1 3 1 ”1111:” l 660 1,300 —L§2§% -%‘§§% 1 +15% _%%B 16% T9307 ~ 9 If I 9;. J 'I 2 0 1‘ ‘ 10 9' ’ ‘ 9 C} *1 if.) c 5* t int 9, 3‘. J K: \N U7 U \0 \D U . 0‘ 3‘” 6.7 19.72 91. 9 ' 65.0 100.0 19 99.76 6. 0 ‘ 50.74 . 3 _ . 2400-.0576 19 ,900-.5956 26, 900-. 634 50,400—.922 50,900-1.2096 7 .- _. r; .- l . 1. _ . ‘_,1-' .. 1n." n I ‘, I. __f' .3 ’54 "“1 y“ ..I ,\- .. .- I.-. 0.1 «a? .‘v n"; “I, . (a. -"-I "‘2'? .9914? ‘1 .9 V".- . . 1, «I 1 lug O 461 2 200 60 \30 pa 1.10 " .!,;,£,.,;,,g U. ,1". Lg. ,1 53., ~,.“"“¢s'»,-.!.._-,.5 .: f.1:~\~."-J""e 01:921.}? 1L2? 3‘1"-.~';."0 Ji- (‘1 -0 ’ ’0 0 691.1"u l1 :0: 1 «.1 gr , .990.;; . 195.60 92,218.80 93.099-40 .. 9402930 91 123 20 1192.453-40 93 900900 96.000900 :9999- ;g .9, .9. 9,.. 110.01 .10.90 .u 559.70 .0 761.10 .. 100. 50 280. 80 .’ 620.55 975 00 1.500-00 1. - 9,. 1: H, 9;, 93 95 1.135. 02:: ‘- 150 .00 . 175.00 . . 975 00 5t 105 00 9", 135- 00 d; 165 00 =3: 195430 13:1": 9 ‘1': :00: . I . 9‘9 ‘31 5 £3.13 9. 11.11%. 32;”: 1.9 1723 . Q”) [A 225. 00 ‘ . . 19.70 00 3 105. 00 19:99 123. 08 R :80. . 00 N 1343- 38 P093091991-h ~ ”959 9' 999.33 39 ’9? '4 .00 «4 848.00 .. .424 .00 410.00 r, 5% -O 11 00 . ' 1 ”J“ C099 00: 9091 ' 1:399??? 9” 9 . 8 . O 95.553-90 -. 9392 50 95.025-00 93.9 . $3. 031-00 7 .02 9 0 _ l 7:9 19’ hi": . 9.1971? 1:121:97 .f. ~Zlii‘. 2w»... . 9 - 3513'}. 9.9.3:? 93,2 553 60 $3 ,551.30 0 . . . 1' .1 $81,310.40 $2, I897 30 ‘31”: 550-00 ' _*$7‘I2'OOQ'OO~ 099.9. 1 _19 .- 9;. .10.. 9.6.90 2% 554.70 761.10 .. . '200.00 620. 85f'v,; . 975~00 19500-00 Lt UCIJ T: ”9.19.93” to 9: R... :1 «19.37 c 3"; c 162. 50 :1; 187 0-50 0 c I I w 117 ' 50 ' m 11+7' 50 7 ' '60 177' 50 “9 ' 207 . 50 19.9999:999 _ -. 109.0; .3 100.091 :9 177. 50 so 257.50 . .. . ' .5; 110. 00- -.§ 130 00 «i 190 00 °“-250900 11 ‘9‘27999199‘1 :9 *- 9 . n .— (.91 $11 '2. “m. 19. 1 1.1: - 911;" M 52 1" ' 1 -' 0 ~ 1 £0 00. 811. ' 0 #39..Gu“...bg~301 1.. -1, if 295:9. ”999 jav- OW-J "‘9 6:00 546.00 ‘ ° . I L110. 00 . . . \O 00 O .00 0009 909 9001 11,019.00 .3,195.10 94,079. 30 $5,535.90' ., .. . .I 92. 223- 70 95.999-55 ' 95,703 55 9~O,'47.50 8000 0:6. 19 .0: .999; .:;.0 5960.00 99,090.90 92,956.40 ' , 94,059. 20 9 9; 9536-00 . -_?l 997. 60' 93.311-30 95.200-00 9 8 000 00 009901 a .13 p01 9?. q, ?3.3G 03 130.03 9% 916.90 ‘9 554.70.. «3 761 10- 1.. ' 10° 50‘ , 09' 280 80 :0 620.85 {Y 975-90 .1 500 00 110:9 .99;E°93 fl: 109.0; .9 ‘”:.1: 1. 175.00 - .3. 200.00 , .. 93100. 00 Lu: 130 00 ,g'n160.00_ 9; ‘190.00 ..& 220. 00 1:11.111: tmmce ,- ' 9:11.. . ” .1 11:. 111'}. .1 :3 .95. f} 185. 00 . 8 250-00 - - . 09.90 00 . _ S 1‘15- 00 ‘ . H 140-00 «x 200.00 3 260. 00 8931.9519413 13.21.71. t i 23“.": '~ if") .173 71" 19.9111 1:." 3236: C :1 . 6‘. 00 :, f 848. . 00 ‘ o 01d__g171?__%% . . ‘ 41°. 00 ‘ i I 0099.: 9 75': 139.91.319.90 ‘ 7. - . 0 . - W ' - .- 91.0 , . , ~ ~ 92.933940 ' -811.00 .1:O;0 00 953~37 - 955 53 - es , , , J 939 76.' * 940 81 '13 I 992. 20 947 47 I U01... 0099 ‘62:.“ r111. C... ~ . .. i»: ’1. 1:11“. .1361. .. 9 2.0.3. 93. “ “ " 9 55123:": 19.1951.’ 9.9.10 99.613. 42.88 91+. 92 . .. - 31. 76 ‘ 33 15 -' -' 31+ 43 ‘ 8. 2 ' n , , __ - _ ,, , 2. . , ,, 1 ., A . I . , _ I , . . ; . _ .. Z " ‘ " 9 19.. .... .1..9. -:9... 99-96 37.82. . 39 57‘ .- v.79.32 .,. ‘27 77-- -i2 * 331$ ' I ‘ 30 19 . ‘99322 " " “ " 0 @300 hra. 1.- - §?.?E Egoéé 34. 34. . 35. 88 .. ,. "CI '.V'“*,'25 16 ... . 9. _j rig] 92 .' 1 31 75 1 2 " 9 9 9i}? 999- 90; 1 j;-;: 25922 32 02' T 33 42 ‘ ...,_ 69997 ."'..#~g23 95 I; ;*24. 97 ~ , ;* .26.17 x: 429 64. n 11 9 9 { 9wgf 01:. -1 .. fidoug 59.3% . , 3O )5 - 31.67 .N*... "I .~ ,‘ ".9I22.11 2},765_. ;‘»I.24.93 1.,' -'25:47 9 9 9 9 90 ; 0:0. 99... 50.95 39.55 - 29 09., - ' .30 34 * -. .955-81 ' 121.127' x 222.36. I“:'- 29.01 2' 27.47‘ ' 01:13:11" '69" ‘ fl. . .... u \. . 7.. ._ ‘o J. .5 1 .. -. w . .. . p.. 0 .4 .J 9.. . I. u . 1,. .. .A.» V A... ”u I . a a-.. . . l M L . . \. . . . . J . . p . I . . . 4 n» x . L n . ~ . . I . r 2. . . n. A. l , . . x C . ‘ . . . . z . . . . . " p . I Q . C ‘ H u , .v . I ¢ I . < .. . y s . I P n . . o. . . . n ' : v o > 9 h 4 l q I . I. V 7» ~ .. ‘ u . . . . . J? .L 1 a u _ 6 . .w H v v . o L . 4 . r \ . . . . .- . , . m .. . w . . . a . a u. I I . . . . _ ll I v.0 .- o. . . t .6 . a . . o , ‘ n r . ... .. . » . I . .. L . r n r . . O a a a . . .. . . .. . m w . 4 . n . k.» ‘ ~ . . . . a Q l | . . . .- h C ‘ .. . . . . .. . . u—I -,. ._ n- 0 3 . .. c . . n ~ .9 . J . a I x. w I i _, w ‘1 ’1 l! ' fl .9... VI. .. 22912.1. 92,9909 0099 WITH VARIED PUMP SETTINGS AND WELL CONDITIONS .599 39 9919 - 6 . specific Capacity of Well - 8 9:? m C: t in“ C1 0 {F} 9221919., ‘12:” , 3'??? 200 350 ‘ 50 190 _ 150 200 .250 5.3-33- 399* 33' j; jg .38 40 40 #0 ' » 4O 4O 40. 40 t;5:f?;? I :2: 99 -35 999 160 210 . 10 60 110 160 210 E;£:;;:{'hg ;.;... :9 $2: §Ei ?§O lZéO $0 430 880 _ 12§0 1650 23:::“«“:‘;L~.i".:"‘"f . ° ‘20 19° , .150 120 15° 1:20 150 . @94Q9nb n - ... . 699 50. 350 400 200 290 2 300 350 #00 "" 2‘ ' " If. 1 ”1“ ".‘r » .-- .v. n .. ~ 5322:3115 ‘ 9 """“§’§2§ $9303 " 33‘" 6’82 ‘2’?" “"0“ “’8“ Co 9 99 neusin~, 99999 ”a “or “99 ~ 2 3:3 3‘309 f"??? 3' 0 2" 9 I . L ’ - '2 3’.54 523?? 9’?%5 T .~ . 3 ‘ ‘3‘” V “ ‘" ‘ ‘ “3*5999— ~iduw55 ;: "“ Q00 9 l d 2 O _ 1 ”7“ . .. 1 0 w . ‘ :29, We, 90 9.930 97% ~ 9 1. v ‘ 9m- Ki"; . <5 r": 232:“. , r r“: ‘2 I 3 0.9 ‘9 .. .9 9.. ._ 9‘3 92-0 135.0 ? 8 370 77 5 140. o 206. o .. 6... 6.1.9. 33 rmnofiflw 99,anmagga 99,099~.33 37,6 “00-1.382 75, 600-1. 815 #800~.115 26 ,600-.6912 52, 800—1. 268 76, 500-1. 844 100, 800-2. 419 EQC‘G 1, G. 1.3:; ‘3 r7" Y"~,.".. r: ”fr-1.69. I - ”‘1‘: 335;; , 92 .700. 00 . 9,740.00 9%, 520.“~ .00 —. 900.00 ‘34 3.20.00 if;::“' 9., 931 ~' “:2 “025 00 \0 555000 Wu. 9100'000’3 0900 00 .gji‘ffi- .,.:., H 95. 00 0" 50.00 m YOJ‘O R 95. 00 3 13.5. 00 fireffi“ ‘21 $20.38 in 50.0?3 3. 7o. 00 .4 105. 00 m 1.20. 00 i : ‘33‘235‘3‘3 . ' 2 _ 4- .0' . ‘ S_OO, _ 1 1 .00 . 1 582.00 2‘ w 9 ~ 5 . a» Q. ,. 9 #fi,m flfi ¢2 £99.99. “WI . . I R '. - I , . 2 I' _‘< 2- - .' 2 . _ 2- 3899.3? ' ‘ a? 9”? “A???“ n $933°3f §9s§§f°gf _I999760¢00 349050000- , '31 110 00 _§2 325 00 '.§£, 200.00- . g6,180000 939999 9.; :99 if. .1 995.33 29 699.99 33 9,380.00 «22,025.00 ' , .:t 555.00 ,. -l ,163. 00 ” “100 00 " .3, 090.00 £33.06? '33:; ’32-» j, .C' 3‘02)"; (‘3 1.15000 \0 145000 ‘ ’ 1% 105. 00 . (“’01-‘30 00 " 8 175.00 “2:“29“ -, -9??- -. .399? ‘“ W0 00 m 180 00 .4. 105 00 “‘9: 160.00 .m 210. 00 699 3019 99m - 9a *“' ‘ 6““ gm . * -» ~ 1 1 .00 ‘ 1 632 00 C. (3*; 3‘3". ‘3 at: ‘3 3.."3': 93": ' M . ,0.t 9 r j 1 $7,733.00 . I911,3}7.Qo 14.01330 hrs .21} 11",. 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WELL AND PUMP DATA SHEET BOARD OF WATER —CUNIMISSIONERS _Wel1 Field Date .................................................................. Elevation of ground .................................................... Dia. of well, (std. pipe or casing) ......................................... Depth of well from well head ............................................ lf well is reduced. At what elevation .................................................... At what depth from well head ......................................... Towhatdiameter......... .... If well has liner, Length of liner ....................................................... Elevation of top of liner ............................................... Depth of top from well head ........................................... Dia. of liner ......................................................... Draw-down in feet ...................................................... Static head ................................................ _ ............ A Working head .......................................................... Suhmergence .......................................................... Working submergence .......................................... . ........ Working per cent submergence ......................................... _ Total lift .............................................................. Number of gal. per min ................................................. Specific capacity ....................................................... Weir reading in inches (90 deg.) .......................................... AlR LIFT PUMP. Make .................... Style __ Starting pressure ..................................................... Operating pressure ................................................... Shut-in pressure ..................................................... Size of pump. ....................................................... Depth of pump from well head ......................................... Size of eduction pipe .................................................. Length of eduction pipe from well head ............................... Size of air line ....................................................... Length of air line from well head ............................ . .......... Type of tank ........................................................ Elevation of well head ................................................ Elevation of bottom of tank ........................................... Air meter-Cu. ft. per min .............................................. Air required per min .................................................. e. DEEP WELL PUMP. Make A. G. P. M...----- - Make of motor ....................................... Type--- Volts .................................. Amps.-.__ Serial No .. Total head. ......................................................... Operating head ....................................................... Depth of pump from motor ........................................... Length of suction pipe ................................................ Shaft lengths ........................................................ Type,.__--____-_-___ Size Pump No._ 5 Pipe lengths .................. . ...................................... _ ._ .................... ............... Faun 181—5-17-29—5C- CHART 19 Well No ................................. ................... .................... .................... NOTES -hL_.—...__‘\._.—L.._. . \ 9;; 3 egg: 1;?”ng The following data must be obtained before select- ing a deep well turbine pimp to meet the requirements of the purchaser and also of the well: 1. 2. 5. 4. 5. 6. 7. 8. 9. 10. 11. 12. Inside diameter of well casing. Inside diameter of liner if well has one. Depth of well. Static water level. Probable drawdown. Probable drawdown with other wells in close proximity pumping. Lift shove well head (external head). Lift due to friction head. Total pumping head. Capacity G.P.LI. Specific Capacity. Log of strata in well showing water producing strata. Testing a deep well (400 ft. deep) can best be accom- plished by using a deep well turbine pump or by air lift, de- pending upon the equipment available. The deep well Turbine Pump hall the better Operating range as an air lift pump has very limited pumping capacities. The following is a typical test report on a well pumped by air: 10 1- Test on #5 Well. Well pumped by air with a portable compressor. Date -.August 1,1929. All measurements taken from top of well casing. Depth of 12." well is 417'-3". 298 ft. of 6" eduction pipe installed on aiir pump. Outside 2“ air line in well. 6" Style "B“ Indiana air pump. Startixg pressure 115% per sq. in. Static water level 23'-6". Started pumping at 11:02. Lil. StOpped. pumping at 1:50 1.3.1:. Final submergence 194 feet. Final per cent submergence 65%. Final Operating pressure was 66% # per sq.in. Pinuping water level at 11:10 Juli. was 95 feet (shut in press.) n n a n 11:15 a n 98 n I n n n n n N 11:20 a a 100 N n u n n n a N 12320 n n 102 u I n H n u n a 12:45 a n 103 I n n a I n n N 1:30 n N 103 N n u n The Operating pressure rennined a constant (86%? per sq.in.) during the last hour of the test. The average weir reading for thisperiod was 8 5/8" or 460 gallons per minute. Max- imum drawdown was 79'4". Specific Capacity is ciao/79%; = 5.8 6.13.1.2. per foot of drawndown. ll The following is a log of the strata in the well: Strata Clay loam Clay and gravel Fine gravel Sand and gravel (some sandstone) Sandstone (coarse grained) Sandstone (fine grained) Sandy shale Shale Shale mixed with sand Shale (dark) Sinle Sandy shale Sandstone (coarse grained) " (fine grained) " (coarse grained) " (fine grained) ” (coarse grained) " (fine grained) " (coarse grained) Sanw shale Shale (sulphur odor ) 3:235“! BK§ on mafia : .Thisknsss .JEEHEL_. 5 ft. 5 ft. 40 " 45 ” 5 ' 50 " 10 ' 60 ' 10 ' 70 " 25 ' 95 " 5 ' 100 " 65 ” 165 ” 15 ” 180 ” 20 " 200 " 10 ' 210 ' 10 ” 220 ' 50 ' 250 ” 10 ” 260 ' 15 ” 275 ' 25 " 500 " 20 ' 520 ” 15 ” 555 ” 60 ' 595 ' 15 ' 410 " 7 ' 417 " During the thole test period the air valve was wide open and the delivery of 460 G.P.M. with a miximum of 79%“. was all that could be obtained with the air capacity available. The water levels were checked on #1 Well (Robertson Ave. ), #2 Well (Comfort St. ), #4 Well (about 75' E. of Glenrose St.), and #3 Well at North end of Comfort St. The following gives the drawndown on each well: Well Numb er Time 11:00 A0510 10:45 ” 10:55 10:55 11:15 11:15 ” 11:20 11:10 11:50 11:55 as: NHIPOINHIFGNH 12 Water Level (below tOp of Gas Lag) auger ze'-11~ 17'-e~ 25'-11- zv-sn 27'—9- 18'-6" 27'-3~ 2'-11~ see-4- \‘4’611 Test Cont 'd. 3 11:43 1.1.1. 19'-5" 4 11:55 " 30'-1" 1 11:50 " 3'-8" 2 no reading 5 I I 4 11:45 1.1m. 50'-ll' 1 12:05 am. 4'-1" 2 no reading 3 Q I 4 12: 10 POM. 31 '-11' 1 12:50 " 4'-823"‘ 2 no reading 3 a It 4 12:25 P.I.-1. 52MB? 1 12:45 " 5’-O" 2 12:41 " 52'-2" 3 12:47 " 21’-6" 4 12:50 " 555-1" 1 1:10 " 5'-5" 2 1:08 " 52'-5" 3 1:12 " 22'-1" 4. 1:05 " 35'-5" 1 1:30 " 5'-9” 2 1:25 " 33'-0" 3 1:31 " canny The water levels in #2 Well and #4 R'Jell showed a drawdown of about 7'-0" each. These wells are Spaced about 500 feet from #5 Well, #45:?e11 being 500 feet East and #2 Well being 500 feet West. We 11 #5 showed a drawndown of 4'-10" while Well #1 was 5'-6". The Specific Capacity of this well is lower than am of the other four wells. A chemical analysis of the water as pumped from the well during the test will follow this re_,ort. Beepectfully submitted, Compiled Hy Date: Test Engineer 15 Well Test Cont'd. B- A Typical Test Report on a well pumped by a Deep Well Turbine Pump. Location: Seymour St. Station Date : May 15,1950 . The following report gives the results Obtained during a preliminary test on the new 14" 0.1}. well in the Seymour St. Stat ion. The testing equipment consisted of a deep well turbine pump, weir box, and the necessary auxiliary gauges. Data on the setting of the pump, static water level and the results obtained is tabulated below. Weir Box lksalums. 9.00" 8.75" 8.58" 8.00" 7.58" .- I F‘. 0 Air Gauge Fee t Drawdown Speci fie Enfaha. _££_ssiini. .Submensancs ._;Eaai__._9aaasitx 525 1.5 5.47 165.16 5.18 510 4.5 10.40 158.25 5.22 462 11.0 25.41 ' 145.22 5.25 415 20.0 46.20 122.45 5.59 340 28.5 65.84 102.79 5.31 Bottom of pump set 174.42 ft. below floor of station. 43;” air line set 174 ft. below floor of station. Static water level 5.4 ft. below floor of station. Air gauges reading on static water level 75#/sq.in. Suction pipe on pump was 197.42 ft. below station floor. The maximum amount of water which it was possible to obtain from this well was 525 G.P.M. under the above conditions. 14 well Test Cont’d. When the throttling valve was Opened to obtain a greater flow the well was pulled down so that the pump was taking air and the flow became very unsteady. Below 60&/sq.in. the pump started taking air (60#/sq.in. discharge pressure). From the above data it is apparent that a pump with a capacity of 400 G.P.M. and a totla head of 515 feet will be satisfactory fer this well. Reapectfully submitted, Compiled By Test Engineer Date: 15 g .ial . c i GE dam .3 a firm Eu s32, 3m flames: «.951 5 seem m3 25 fours .83: has has H38 .1» 33 7.3 .3 mam omma a an Ema Emma 16 BOARD OF HATER cos-11551031333 em: or , met 1va POEONA DEEP WELL PUMP -LOGAN’STREET STATION 400 GOPONIO -- 1160 ROPQMO ...- 285 Feet Head. JANUARY 21 & 25, 1950 17 CITY or , inc-t IGAN Test of Pomona Deep Well Pump Serial #4895621 January 21,25, 1950 Installed at Logan Street Pumping Station January 5,1950 ocatio “ De ' ’ f The Logan Street Pumping Station is located in the 600 block of N. Logan St. The elevation of the top of the pit is 152.4 ft. above City datum or 865.92 ft. above sea level. The well is 425 ft. deep, and has a bore of about 20" down to a depth.of 200 ft. From.this point to the bottom, the bore gradually decreases to about 10' at the bottom, rhThe length of the casing is not known. Descrin ion of u' m 0n.January 5,1950 a Pomona 15 stage deep well pump of a capacity of 400 G.P.m. with a total lift of 120 ft. and a dis- charge lift of 165 ft. making a total head of 285 ft. was install- ed at this station, and placed in Operation by Mr. Cook, a rep- resentative of the Pomona Pump 00. The pump drive shaft has rubber bearings which are water lubricated. The eduction.pipe is 150 ft. long, and 7“ outside diameter. The pump bowls are 10 ft. in length, and the suction.pipe is 20 ft. and 7' outside diameter. All sections are of’a length of 10ft. or less. The motor is a line start, squirrel cage, 40 degree Centigrade rating, vertical induction.motor, manufactured by the Westing- house Elecgric & Mfg. Company. 18 - 2 - The capacity was 40 H. P., 440 volt, 5 phase, 60 cycle, 1160 R.P.M. at full load. The motor is built into the pump head as an integral part of the pump, and guaranteed by the manufacturer as to the efficiency and power factor as follows: At full load 92.6% efficiency At 3/4 load I 92.8% n it 1/2 load 91.9% " Power factor at full load 86.3% ” The pump is guaranteed as fellows: Power required at the pump shaft 43 H. P. Pump efficiency as measured at pump shaft 67% Pump quoted will deliver 400 G. P. M. at the above given - conditions of head. On.January 18, the stator of this 40 H. P. motor was replaced with.a new stator which changed the motor to a 50 H. P. capacity. This change was to correct an overloaded motor and did not affect the above guarantee. 0 of The pump was placed in Operation January 9, 1950. The pump at this time was set at ten notches above the lowest setting possible and.still allow the pump to be turned by hand, when not in Operation. Raising of the impeller adjustment prior to Operation of the pump is necessitated by the elongation in the shaft when a greater head is implied. In the case of the ten notch setting, the impellors were raised slightly in excess to the prOper setting in order to lessen the pumpage, and thereby lighten.the load on the motor until a new 50 H. P. motor could be substituted for the orig- inally installed 40 H. P. motor. The new motor was installed 19 .- 3 '- January 18, by Mr. Oliver of the Pomona.Pump Company. At this time the impellors were set at nine notches from.the bottom. Two sets of tests were run on January 21 and 25 to determine the acceptability of the pump. Up to this time the pump had Operated 550 hours. Genega; resulgs 9f peep; The results are shown in the accompanying curves and tabulation. At the Specified head of 285 ft. the pumpage is 465 G. P. m. actual, and 400 G. P. E. guaranteed. The efficiency is 70.275 actual, and 679; guaranteed. The imput horsepower is 51.175 actual, and 46.4 guaranteed. The head capacity curve is consider- ably in excess to that guaranteed, but is counteracted in part by higher input to motor than guaranteed. The pump efficiency appeared satisfactory over the entire range. This comparison of efficiencies vary in whether comparing from specified flow or specified head. The flow of the pump in Operation is tetermined by the main pressure which in turn governs the total head, therefbre it is felt that the tabulated result should be compared from the specified head. At the 548 ft. head, the elongation in.the shaft exceeded the clear- ance in the impeller and added excessive current imput to the motor. Based on an average electric cost of 1.25¢ per K; W} H. the energy cost P. M. G. of water pumped to the main_gt the 285 ft. head was $17.08 actual, and $18.05 guaranteed, or an actual saving of 95¢ over that guaranteed. As above stated, the Turbine pump is of a greater capacity than ordered, and is pumping more water with less submergence than anticipated. In fact, it is a question whether the well will give up sufficient water during the dry months of summer at the present pump setting and rate of flow. So a series of tests have been run 20 59 determine the effect of raising the impellors and thus govern- ing the flow. Curve #2 shows the results. The 285 ft. specified head with the varied settings as tabulated below. ' Setting in notches 9 10 11 Guar. Flow G. P. M. 465 425' 392 400 Pump efficiency, 73 70.2 67.6 64.8 67 H. P. to motor, H. P. 51.1 49 .2 47 .6 A 45.5 K. w. H. per T11. Gal. 1,567 1,440 1,510 1,442 Duty -. 1.:11 ft. lb/Kw-hr 1,690 1,644 1,574 1,622 533ng mgthgdg pf gegtipg The pump was operated practically at constant head, approx- imately equal to those for which the guarantees were being checked. Electric current furnished to the motors was of quite uniform voltage, at a good margin above 440 volt and of as near 60 cycle as is possible, to Operate a system by means of a master clock. The current was measured by the revolutions of the discs of integrating kilowatt water which had been previously carefully checked by the Electric Meter Department. The ”K" of this meter was 2.2/3. The current transformer ratio was 20 to 1. The pressure gages used to determine the discharge pressure and the submergence were calibrated on Crosby dead weight testers. The flow was measured by a Brown Electric flow meter, which was checked by means of a 90 degree triangular notch weir, and a 4%" orifice mounted at the end of a 6" standard pipe. It was impossible to use the weir box or orifice during the major portion of the test due to difficulties encountered in handling the discharge water. TEST RESULTS AND BUILDER'S GUAMJTEE 400 G. P..M. Pomona Deep Well Pump equipped with 50 H. P. 92.5% Eff. Spec. Head Ge Pe Me T935 Res. Ge Po MA Guarantee margin.better than guar. Pump Eff. Test Pump Eff. guar. Margin better than guar. Is He Po TeSt I. H. P. Guarantee Margin poorer than guar. K. 27. 11. /mil. gal. test Kc We He / n " guar. Gain in K. .1. H. /mil. gal. fibstinghouse motor 525 585 300 28.3 68.5 61.5 11.3 50.0 43.2 15.7 1615.1 1790.5 175.4 22 507 425 550 21.4 70.8' 65.0 8.9 45.4 11.4 1480.7 1613.3 132.6 285 465 400 16.2 70.2 67.0 4.7 51.1 46.4 10.1 1566.6 1442.5 75.9 260 505 450 12.2 67.6 67.4 .29 51.5 47.5 8.8 1268.3 1307.0 38.7 252 545 500 9.0 64.8 65.5 - 1.0 51.8 48.0 7.9 1181.9 1194.0 12.1 INSTALLED AT LOGAN STREET Result Sheet Run No. Disc. Head G " " Ft. Lift Ft. Total Head Ft. Flow G. P. M. Power Imput Kw-hr. Imput H. 2. Brake H. P. water H. P. Pump Eff. % Guar. ditto % Total Eff ENERGY Volts V .Amps. amps Power factor % DUTY n. F. lbs /KWH Guar. ditto Sp. 0pc. Motor Eff. Guar. % 37 85.5 151.5 237.0 528.0 38.55 51.65 47.80 31.60 66.1. 63.0 61.2 463.2 55.3 87.0 1622.3 1591.5 4.345 92.5 TEST OF P0110111 PULP 63.36 146.5 139.1 "285.6 460.5 37.98 50.90 47.15 33.20 70.4 67.2 65.2 464.7 54.9 86.1 1730.7 1662.6 23 4.220 92.5 STATION 74.3 171.9 134.6 306.5 432.4 37.85 50.72 46.90 33.50 71.3 67.6 66.0 466.0 54.2 86.5 1750.0 1667.1 4.133 92.5 4 84.9 196.2 124.0 320.2 391.5 37.12 49.70 46.00 31.65 68.8 66.8 63.6 466.0 53.2 86.4 1687.8 1642.6 4.164 92.5 January 21, 1950 103.6 239.3 108.9 348.2 310.0 38.30 51.30 47.46 27.23 57.4 63.0 53.0 467.0 54.8 86.5 1408.6 1525.6 3.929 92.5 0000 0000 0000 0000 0000 0000 .000 .003\ 00-00 0000 0000 0000 0000 0000 0000 00-30\00 .00 .000 00000 0.00 0.00 0.00 0.00 0.00 0.00 .0 .0000 .000 00000 0000 0000 0000 0000 0000 0000 .a .0 .0 00.00 00.00 00.00 00.00 00.00 00.00 00.00 m 000000 00000 0.00 0.00 0.00 0.00 0.00 0000 0000 0.000 0.000 0.000 0.000 0.000 0.000 .0000 00.00 00.00 00.00 00.00 00.00 00.00 0 .000 00000 00.00 00.00 00.00 00.00 00.00 00.00 0. .000 0500 00.00 00.00 00.00 00.00 00.00 00.00 .0 .0 00000 00.00 00.00 00.00 00.00 00.00 00.00 .0 .0 00000 00.00 00.00 00.00 00.00 00.00 00.00 .0 .0 e g 00.00 00.00 00.00 00.00 00.00 00.00 .0 .0 .0 00000 00000 0.000 0.000 0.000 00.000 0.000 0.000 .s..0 .0 0000 00.000 00.000 00.000 00.000 00.000 00.000 .00 0000 00000 00.000 00.000 00.000 00.000 00.000 00.000 .00 0000 00.000 00.000 00.000 00.000 00.000 00.000 .00 0 e 0.00 00 0.000 0.00 0.00 0.00 00 0000 .00000 00 00 00 00 00 00 0000000 at. 0 0. 0 0 0x, .00 200 0000 .00 0000000 cadma WHOM fiZOSUm m0 BmHB poenw mpafimmm 0mm . 2 no. 24 The mot or vibrations. per. second were checked by means of a pointer attached ridigly to the motor at one end and equip- ped with a pen at the other end. By drawing paper past the pen point at a given rate of speed, the vibration curve was secured. This curve shows an average of 20.02 vibrations per second, or approximately one vibration per revolution. Re Spectfully submi tted, compiled By 2—3 ~50 _ ..A-.....w, w.-,.._. E “A, .M .0 pr‘ E .QZUR E P __EWLJM.E.;. T. w LL , I N I no LOG - 23... .11 l. \. |.lim?!...... ¢ .1. m ‘ . I l I mamm . ... ....” .. 2.. .-. E1. .. . E . . E E .E 1 1 1 1 E 11 1E 1 1 q . E E. . E -1 E 1 E g E . E E , E ,E E E I. _ E . E E . E . - . ... - 1 E E. .E 1 .E - -1 -1. 111-1 - - .... .- .E. - - - . .... - - -1.-..E.. - . .- ...... - E 1. M . . E E . . . . . m w 4 E 4 . E E .E U 4 . . _ E . . . 1 _ - . . E ._ n . . E J E 11 M 4 m E .1 - E. ... .4 . .. .E. 4 . v 1 E . . P. . .. . . E . . E .E E . E .. .r. 1.. 1 1.11.. ..:1 -..I.-r--111-1.1I.I1E111..III-1 I IIIIIII 1- :1 -I. . . .. JUNII . 1-... \1. 1.11 1 I 11IIII1 .+.11I1 - 1 1411 II 111111 I III; 1 1 -I. 1 1 II I . I E . 11 I IITI . . .- .. . E . E E 1.. . 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The pump foundation should be about 4 ft. square at the base and.tapered to the size of the pump base at the station floor. The depth may vary but if the soil is solid a depth of 5 ft. is sufficient. No bolts for fastening the pump base are required. The pump base should be floated in with a rick mixture of concrete after pump is lined up. The piping should be so arranged that the water discharge from the pump may be accurately measured. The metering device may be an orifice plate flow meter of anz,r standard make, a venturi meter or a turbine type of meter. The piping should enter below grade inside of the station and into a manhole outside of station where suitable valves and fittings are installed so that the well may be tested by measuring the water in a weir box. This also permits the changing of Operating conditions and a check on the accuracy of the flow meter. (See typical installation drawing Chart 22 ). 26 Immediately following the pump is a 12" Spool where a tap is made for a gauge to measure the external head. Following this is a horizontal swing check valve. On the pump side of the check valve there is a 1%" check valve in- stalled for allowing the air from the column piping to escape when the pump first starts up and also permits air to enter the column pipe when the pump is shut down. The electrical installation should be such that in case of a electrical interruption outside of pump station that the pump will remain off for a period of time to allow the back Spin to stop before starting up again. Also a reverse phase protection should be installed so that the motor cannot Operate in me wrong direction. (See typical panel board for electrical equipment Chart 20) The air line in the well should be equipped with necessary gauge and valve to register the submergence of the pump at any particular time. Chlorination of a deep well may be done either in the well where the chlorine gas is fed into the suction of the pump or by pumping the chlorine solution into the discharge of the pump against pressure. This latter method is rather sicpens ive as considerable more equipment is required. However, feeding chlorine into the suction of a deep well pump is limited as the size of the well may not permit enough room for a hose to pass between the walls of the well and the pump bowls. I. N. E0 (DC il‘ll ’Ill ‘ai'l .l Ill'!"i“ 2' I 1 v ID“:'»§ |.o .. . In- «05>. OF aOZIm 3 _ toozou wt ... ..J ..m 11 ...m. 1. a _ _ t. .Koi 'IUIII - tmN I. ..OV.N '5. ‘0. '1 ‘=~\-& ‘- . 2. 2x «78 up - m a ._ . . ovamdu . aw _ _ dome . 9. u _ >o_ ....Eu v ~ - ... _ + 1 >omm-.a_u-_ _ .I J u -\.m_ L. - 9 >33 A owe : r L 2.. . wmwa r ..a .._ ~ - .«nm _ mvmov .OZ M.HQ...OU.m.O I . 1 l .m-NNmN.mU I wt. 4 . .;m .o dm .3 .... rm mmcdooomwmmd .. _ «oztm. W B 82-10 H 3 >00 mmsmmmaa mm .zasuq x .... . .2,” Kb _ xugm 53 w . ..E . ma: _ ~ . . I . o- M L meEmEz J z. .. . 2. $310.3 2m mar Gm . \ hum . L m w . _ On .IF. I . “Wt—Img — Mwfl CEO >m 213$ 20?. _ ~ 4. . , $2.98 m x/ . e aeigOumzéa .5233 24. _ 2n ll \ wtt‘L . — 2 A 42:10: a. 928 do 31 20 xujm do”. 004 F<1E F \ \ \ , 'fi '1 ._ i I ’d .‘ 1‘ I. m. 1;-.. 1 ,zu, ‘ 5 “I. I Q. PUMP 8, WELL ‘1. -<, 0 L; .v' g“ I . ‘v-I‘V 5'4 . t 3 ( it u ‘ ~1 .p "" ‘0“; DRILL- 2. TAP PCs- ' pr _ 5 5' ’c; r‘ L) L ' - ,, M, -. 5 . ' .- p" - , ‘ ' . - : " H ‘p on pi 5/4 uA..,w.aF mm a .' HJMP Home c; (f): 5 1.5 J . - ' 5 g f, ,4 ‘ . t. . _-i ; .1 .. ( ‘P' x. '. 5| I o 5 ‘ ‘— ‘ - A 55 .,'. 5 4 P ., FUJN..'AT50N .‘h - 3 5‘ fl \ . 5 Lg,- i z 5 (1’1 .15“: It ‘ _ (H 5' ‘ . I]! f‘ L" ‘ "a . ,_ . _ r ' I ' ‘ . .' > 5 f: . «k 5 ' 3“ V’”*“.H‘~"-’~‘- ‘JCVLR 3‘- ‘ 0-5 k5; PUa-tP pastime «r 05 ,n , (0? I 0 0' , 5 5 . , If, ,5 t. r‘ ' I \ . ‘ \ ' ‘ p ' ' A’ ' ' "l r ' ’ .- ‘.3.&'R OTCSTfiRAMpH .'p‘ ,‘ “\\ ‘3 , ,5; _ 00 5') , '5‘ ,./ ‘ " \_ ‘ , - "/ - f - / ‘ 1 5 ‘ r . LA‘ I’ / . i “‘15“ ’1’,ny : 5x9 I 5. - ’7 9:9 5 f ' \ .5 .. .' 55 :1. 5 . a a - , s ' ' . ./ "' ,__‘_‘_'.i;;.,'8ir‘< .1753 " m\“"5 5 ° ‘ a 5 52 5 n 5 or '5 4‘1 7’“. +P‘- 0 ’2‘ ‘ ’ U fl A ~ L I 5 \— f I * ‘ 5 ‘, . ‘5 “j; \' ‘ .__ .._.-_ _ .4. A I .... fl. -.. .._.-.---,,._ ~, ‘.-c‘,._.~-.. _— - -- - -.r.--_L_.ir_._.r 7_.',:*..... .. \ j - / -i .. .1 ‘ 5 ~ 0.: 5 \4' . f‘ t 7“ \ \ ,\Al. f‘ i i T ’M’ a :9 K v ' , -\ ... .«' 'l C _ . ‘(9' T '. x o .-l L 6 ':'-' "l. a "‘-.v " -;~:‘ -‘.‘4 "' ' 0 /’K / ‘\ [/z / ““ \ ‘~ > _- 1...—M"'“'4 _ 1* — v' ...—.... - -~ ' V “" - w.-. ' 'r ' - . .——‘ rr-"'7‘ ,, -/--77~‘ ' , 5 \ 01.x w , \ . x , \. \\rr’ * . / 51' 5“ / . J . 9371 $1.. NR:55...9 ma. TMT “V “H" W" ”S "I 5k! 5w»_u ,~:IH: / r ‘ _ 5‘ \‘n ' '\ p . I l r . 5 '1 \ . A“: . ‘ / . ,9 . . § K,__ 1 | 5 5 mp __ ___;;—{~s , /1 :55 i ’5 . I 5 5V \‘5 1;; f, ; f ‘1"? LI 5 :75» fl ;7 M ..‘T A p 5 .. / 5_ 25 5 5_-:2_:¢:; SE LTIO N A‘A . . .'.’ u - w v * ' - -. -' I I H a ,5, "“4.- _ SLALh pa: {FT 1 5 ‘ ; _-MICHIGAN. 0 ; PtPMJC. LAY? 2? v a \ .‘V t \.J- r '1 5:! < > .....i '5 PI P 5 55c; POMONA DE‘FP W'FLL. TUQRINE PUMP WELLS Mia‘s. 2& 3 NORT'HNEQ'T WE‘LL FWLB‘ new av SCALE V425??? (messes DATE 6'52-30 APPROVED ‘ , ;. CI‘ERT 22 SPEC IE1 CAT IONS FOR DEEP ‘EJ'BIL TURBINE PMS EUR THE WATER WORKS DEPARTNENT CITY OF LIICH IGALI BOARD OF WATER CWSSIONEBS , MICHIGAN NOTI CE TO BIDDERS The Board of Water Commissioners will receive sealed prOposals for five (5) Deep Well Turbine Pumps for the Water Works Department, , Michigan. Bids will be received up to 13:50 P. M. Eastern Standard Time, Friday May 23, 1930, at the Office of the Board of Water Commissioners, Ste, ’ Mimi-gm. Specifications and bidding fonns my be obtained from the Board of ‘r‘v'ater Commissioners, , Michigan. Bids must be accompanied by certified check in an amount not less than (10) ten per cent of the amount of the bid. The rigit is reserved to reject any or all bids. BOARD CF WATER COLMSSIONERS Se cre tary 29 EFINITION OF The general conditions of the contract are TERmS USED in accordance with the standard form.of the American.Institute of Architects, which will apply in this contract as stated hereinafter, and where the name.1rchitect is used in the printed fbrm, it refers to , Superintendent, Board of water Commissioners, 9 Mid]. igme The terms used in the specifications are de- fined as follows: "Owner" shall mean the City of represented by the board of Water Commissioners, , "Engineer" shall mean . Superintendent of the Board of water Commissioners,_________, Michigan. "Contractor" shall mean a person or persons who have contracted fer the completion of the work as herein Specified or shown on the drawings. COURT The Contractor will indemnify and save harm ACTIONS less the Owner against all liability under or pursuant to any workmen's Compensation Act or any act of similar purport now in fOrce or hereafter enacted, and fOr damage arising out of, or caused by any acc- ident to persons or prOperty happening by reason of the acts or omissions of the Contractor or the employees or agents of the Contractor in the performance of the work comprehended in this agreement, including all costs, charges, and eXpenses of whatsoever kind that the Owner may be put to by reason of any claim being made for such.damage or compensation or aris- ing out of any litigation in regard thereto, and in event that any clarm for compensation or damage is made of any action commenced or proceedings taken.against the Owner by or on be- half of any person or persons employed directly or indirectly by the Contractor, or under control of the Contractor, the Owner shall hare the right to retain out of any payment then due, or thereafter to become due, an amount sufficient to completely indemnify it against all such claims, actions, or proceedings. Should such amount be in excess of the amount due, or to grow due, the Contractor under this agreement, then the Contractor agrees to pay the Owner the amount of such excess. All insurance policies shall be issued by the Companies authorized to do business under the laws of the State of Michigan. 50 PROPOJALS Preposals shall be made in duplicate as per accompanying blank forms enclosed in sealed envelopes marked with title of specifications and addressed to , Secretary of the Board of water Com- missioners, , Michigan, stating in writing and figures (without interlineation or erasure) the sum of money for which the Bidders prOpose to supply the materials and perform the work required by this specification, together with the data relating to materials, appliances, apparatus, etc., prOposed to be used by the bidder. PrOposal forms not properly filled out will be rejected. PrOposals must be signed with.the full name and address of the bidder; of a cOpartnership, the cOpartner- ship name of a member of the firm, with the names and addresses in full of each.member, and if a corporation, by an officer in the corporate name, the corporate seal attached to such signature. No telegraphic prOposals or telegraphic modifi- cations of prOposals will be considered. PrOposals received after the time advertised for the Opening will be returned unopened. If proposal is sent by refistered mail, allowance should be made by the bidder for additional time required fbr such transmission. ERTIFIED Each bidder must submit with his proposal CHECK a certified check or bid bond in an amount of ten (10) per cent of the proposal drawn to the order of the Board of water Commissioners, and the proceeds of such.check shall become the prOperty of the Board of‘Water Commissioners if for any reason whatever the bidder, after Opening the bids withdraws from the competition or re- fuses to execute the contract and bond required in the event of said contract being awarded to him. The checks submitted by the unsuccessful bidders will be returned after the approval of fine contract and bond executed by the successful bidder. BOND The successful bidder will be required to furnish and execute a Surety Bond in the full amount of die contract price named for the work. T331113 OF Payments will be made as follows: PAYKBKT Payment will be made by the purchaser on those pumps after satisfactory evidence by test or otherwise that the equipment meets the guaranteed conditions set forth in the Contractor's prOposal. The test shall be made after the pumps have operated for 50 days and within 60 days after equipment is installed and ready for Operation. 31 Should the Contractor fail to meet the guaranteed conditions set forth in his prOpOsal no payments shall become due and payable. Ehe Owner shall reserve the right to con- tract for any number of pumping units up to five at the unit prices set forth in bidder's prOposal or contract for five at the prices for five pimping units set forth in the bidder's prOposal. ALIEN The Contractor's attention is cal led to Michigan Laws pertaining to Alien Labor on public work, and to any other laws governing this class 0f work. EKMIINATION It will be assumed that those tendering 0F PREMISES prOpOsals shall have made all necessary ' ' examination of the premises and mall have satisfied themselves as to the condition under inch the contract is to be carried out should they be awarded same. NO allowance will be subsequently mde by the Owner due to any error or omission on the part of the bidder in this connection. COIEETENT All work under these specifications shall MECHANICS be done by skillful and competent mechanics. SO far as practicable, citizens of Lansing shall be anployed in executing this contract. FACILITIES One Of these pumps will be located in the Townsend St. Station, one in the Seymour St. Station, and three in the Northwest Well Field. In the Seymour St. Station and Townsend St. Station there is an overhead crane suitable for setting the pump. In tin Northwest Well Field 9. portable derrick will be furnished by the mre The contractors shall assume all reaponsib- ility for care and protection of the same after unloading. GUARANTEE 'ilhe complete units shall be guaranteed for one year from date of acceptance and the maker agrees to furnish and replace, free of charge, all parts found defective because of poor design, material or workmanship. Should the pumping unit fail to meet the several guarantees, then the Contractor shall have the might to make such changes in the equipmnt as will enable the City to secure such guarantee. All charges for alch changes shall be borne by the Contractor. 32 If, in the event the efficiency, capacity, or the duty of’the unit as guaranteed is not fully shown, within a reasonable time, by the Contractor, the City may reject all or any part of the equipment. Should the City elect to reject equipment due to failure of Contractor to meet guarantees, the Cont- ractor shall remove the pump or pumps from the wells ani accept it for credit at the well site for the full contract price. GENERAL The specifications are intended to cover the REQUIREMENTS the furnishing, delivery and erection of Deep Well Turbine Pumps in the Seymour St. Station, Townsedd St, Station.and.Northwest well Field, for the water WOrks,________4 Michigan. Foundations, Piping, electrical work will be under another contract, but such drawings necessary to show'the requirements of such fOunda- tions and connections for piping, etc., shall be furnished by the Contractor. All motors to be induction.high reactance type would for 440 volts, e phase, 60 cycles, 400 0., equipeed with magnetic switch 6.1:). 0.12. 7006-2117 3 pole with G.E. Company 0.3. 2824-TC-1310 temperature Overlaod relay. Supply push button station G.E. CO. 0.3. 2940- 53-12 KW, and a reverse phase relay 21-5, or approved equal. The water to be handled by the pump may have the following approximate analysis: Total Solids 283.0 p.p.m. Solids dissolved 283.0 ' Si 0 (silicia) 21.6 ' Fez 857 105 . Ca 62.0 ' Mg 23.5 ' Na plus K 5.5 " 01 5.0 " $04 17.5 ' HCO (Bicarbonate) 320.0 ' Temperature Of water 51° F. The pumping units to be sO designed that’ should the pumping water level recede to a greater depth than.specified.30 feet of additional pump column.may be installed giving the pump greater submergence. Mps having Oil lubricated bearings shall be equipped with automatic lubricators for feeding Oil. The actual capacity at any head shall not exceed five (5) percent Of that guaranteed. REQUIREMENTS Unit NO. 1 Location. leymour St.Station Size Of well, inchel 14 DOB. Depth of well, feet 396 Length of easing , feet 48.67 Spa 0 ific Capac ity Of well G.P.M. per ft. drawdown 5.0 Elev. tOp Of cas- ing, feet 818.5 Tmerperature of water °F 51 Static water level below tOp of cas- ing, feet 40 Pumping level, be- low tOp Of casing, feet 120 Top Of'pump bowls below grade, feet 170 Head above grade, feet 195 To tel pumping head, feet 315 Capacity of unit, G.P.M. 400 2 3 4 5 TOwnsend 'Well Well well St. Station #1 #2 #3 14 O.D. 12 12 12 425 505 425 418 40 30.5 73 63 3.4 5.5 5.5 5.5 829.33 818.21 843.96 833.15 51 51 51 51 20 45 7O 60 140 125 150 140 170 170 170 170 175 190 165 175 315 315 315 315 400 400 400 400 Note: All pumps shall be designed to deliver 400 G.P.M. against a total head of 315 feet. EATERIILS Column discharge pipe shall be of Toncan metal, standard weight, in ten foot sections. Suction pipe shall be at least 20 feet long of solid pipe 8" dianeter, of Toncan metal. Strainer shall be of Bronze or Toncan metal and have a free area of not less than 200 sq. in. Cover pipe (if used) shall be extra heavy Ton- can natal, lap welded. Column shafting shall be d-l grade Cumberland twined and ground steel; if no cover pipe is used shafting shall be of stainless steel or Tobin bronze. Pump bowls shall be of phosphorous bronze, 88% cOpper, 10% phOSphorous tin, 2% lead; with impurities limited as described in specifications of the U.S.Navy cover- ing this alloy. Contractor shall submit with preposal state- ment showing the constituents Of the bronze to be used in both the impellers and the bowls. Pump impeller shafting shall be turned and ground stainless steel and provided with stainless steel keys far the impellers. Air line shall be 53-," diameter Of Toncan metal, 190 feet long. This line shall be anchored to pump with non- corrosive wire or straps. The tap of the air line shall be equipped with altitude gauge ani connection for air pump. Pump impellers shall be manganese bronze accurately and snoothly finished and dynamically balanced. The discharge flarge on the pump shall be of standard size and drilling for an 8" standard flange; outside diameter 13%;, bolt circle 11%”, 8 - 7/8" bolt holes. FURNISIED The Owner will furnish: BY OTHER 1. Common labor for installing pump. 2. Suitable foundations for pumps. 3. Derrick or crane for installing pump. 4. All electric wiring necessary to make connections to motor. 5. All water piping from discharge glange. 6. Necessary labor, materials, piping, instruments, etc. necessary to conduct one official test on each pumping unit. 55 Expense for any other tests shall be beans by contractor. FURNISIED BY The Contractor Hall furnish: CONTRiCTOR 1. Deept Well pumps herein specified com.- plete ready for Operation. 2. Services of erection engineer. 3. Drawirgs showing dimensions Of unit. 4. Test Engineer to Observe official test for acceptance Of pumping unit. REFERENCES The bidder shall submit with his bid evidence in support of his ability tO furnish machinery of efficiency equal to the bidder's guarantee, which evidence shall include tabular or diagrammatic summaries of certified tests upon similar machinery manufactured by him under Operat- ing conditions of capacity and head as near as possible to those herein required. The Contractor shall defend and hold the City harmless from am action that may be brought against it through the use of ary patented equipment furnished by the Contractor in connection with this work. COMPLETION Each bidder must state in his bid the least time that he will require for the fulfill- ment of this contract. METHOD 01“ These pumps shall be tested for head capacity, TESTING efficiency (pump), H.P. to pump, overall eff- ioiency (wire to water) and duty(Kw-hr. per million lbs. Of work done). The water will be measured by a 90° v-notha weir, using formula 0. o 2.52 32‘47 x 7.48 :- gallons per second. The head against which the unit is pumping will be detemined with a tested gauge placed at a distance of one foot from the flange on the discharge to the pump. This head shall not under any coalition be taken before the water leaves the discharge Opening Of the pump. See drawing of weir box for dimensions. SELECTION Price, guaranteed economy and mechanical OF PUMP cmstruction will be taken into consideration in awarding contract. 36 FKNIFE NOTCH l_ EDGE '” END ELEVATION "-._ _- -_m,-__ __ n- - ---- -- - -- - .4 '" f=3 E§- ’QE‘ ‘.*_,J::;§?_§;;1.J_. E, ()Qéé;_1 ‘._ 35.5"£3:;z;' ._T¢‘Flu i l.i., 7‘! “H U j 4.. l 1 _ : t’ Moi“ ., .._“ new 2 m n ; : . Ht i ; L A 'si-HL PLAN , Y F 'o‘ T? I "‘ ‘ ”“”“‘“TF’"“T : an “in an 1 '4 N. h ~'\‘ ... \‘Ifl U -U '- " k‘} '; .u i ii i W v z ’ a! a". " do A ¥ 3 I .\ ‘dh g: 94; \. K§dl :: I l.__.____...____...__._"_“_.._____‘! “.._.-F--_..._ .. .._.”l i a m- .4” 1- SIDE ELEVATION ’ - '0 Rifle. ' v 18353 183234 |« —' MICHIGAN. WATER DEPARTMENT 90° v- NDTCH WEIR Box J camlav Hfikt CHICKEO APPROVID SCALE '2' x I FT DATE, a-doJBO ‘ l.""~“l| M'“ w" “l¢0. mv 37 The following data may be used in calculating comparative economy: Pumping unit Operating 5000 hours per year, energy at l.0¢ per kw-hr. Demand at $20.00 per year input horsepower, 20% fixed charges. Should.it become necessary for the Contractor to replace any portion of the pumping equipment or make such changes requiring a shut down Of the pumping unit in order to make guarantees, the shut down shall be made at a time designa- ted by the Owner. Shoudd the pumping units after installation fail to make guarantees, the Owner reserves the right to use the pumping unit until Contractor makes the necessary changes without any Obligation to the Contractor. These specifications must be returned with proposal. Contractor shall submit performance curves showing the characteristics Of unit from 200 to 600 G.P.M. Curves shall include data for head capacity, pump efficency, over all efficiency and milcwatts to motor. PROPOSAL r‘ORl—I TO BE COPIED BY BIDDEIS .....................1953 Name Of Bidder............................................ The undersigned proposes and agrees to contract with the Board of Water Commissioners, , Michigan, to furnish all the labor, materials and equipment, perform all the work called for by the Specifications prOposed by .the Board, entitled "Specifications for Five Deep Well Turbine Pumps" and agrees to accept as payment therefore: $................ For one unit installed complete as per Specifications. 3:................ For two units installed complete as per Specifi cati ons. $................ For three units installed complete as per Specifications. $................ For five units installed complete as per specifi cations. Number of days to complete contract (excluding Jundays and HOlldayS) eeeeeeeeeeeeeeeeeee The undersigned further prOposes and agrees that the execution Of his work and the character and performance of the completed work will conform to the following: 10 Pump size 2. Number Of stages 5. Re PO Me 0f mOtOr 4. Liotor H. P. Rating. 39 5. 6. 7. 8. 9. 10. 11. 12. 15. 14. 15 . 16. 17. 18. 19. 21. 22. 23. 24. Make of Motor Type and manufacturer of startilg equipment Size and weight per ft. of column pipe Material in pump column Diameter of cover pipe Material in cover pipe Diameter of shafting and material Commercial or turned and ground shafting Diameter Of pump shaft Material in pump shaft Materials in impellers Width and diameter of impellers (outside) Length Of bottom bearing Length of untemediate bearings in pump Kind Of intermediate bearings in pump Pump bowl gearing (kind) Material in pump bowls and thickness Of metal Overall outside diameter of pump bowls Overall diameter of flanges or couplings on pump column Method of linking connections Of pump column pipe (Couplings, flanges or lugs) 25. 26. 27. 29. 31. 32. 33. 34. 35. 36. 37. 38. 39. 41. 42. Method of lubricating bottom bearing in pump Method of water seal for shaft column Method Of pump lubrication, description of system Capacity Of automatic Oil lubricator, in quarts Size of suction pipe Length of column drOp pipe below pump bowls ire spreaders used in pump? (how many?) Me’dlod of providing for thrust and weight Of pump Total thrust weight On bearing Rating 8: manufacturer of thrust bearing Method Of protection gainst reverse Operation Of pump Sq.in. free area in strainer and type Of strainer Replacement cost of maft bearings each Replacement cost of pump bearings, each Replacement cost of pump stages, each Replacement cost Of column piping per foot Replacemnt cost Of shafting per foot Furnish drawing of bottom bearing (full size scale) 41 43. 45. 46. 47. 48. 49. 50. 51. 52. 53. Furnish drawing showing secticm of one complete stage (full size scale) Furnish drawing showing intermediate bearing (full size) Weight Of one unit complete MOta’ & Starter ................1b8. Pump eeeeeeeeeeeeeeeeLbBe Column, shafting, suction, etc. eeeeeeeeeeeeeeeeLbSe TOW-1. weight (net) eeeeeeeeeeeeeLbSe Delivery date Pump efficiency at 550,400 and 450 G.P.M. Efficiency to include all friction loss througi pump columns and discharge pipe (including friction loss due to 90° bend and flange at discharge). Pump efficiency 3 WW 33,000 x kw.input x 1.34. 1 Motor Eff. Overall efficiency Of pumping units at 350, 400 and ‘50 GePeMe eff101ency m inunde all losses in pump, and column. Overall efficiency - 33,000 x kw.input x 1.34. Total head in feet at above ratings; 350,400 and 450 GePeMe Es. input to motor at 350,400 and 450 G.P.M. Motor efficiency and power factor at a}, full and 1‘} rating. Kw-hr. per 1,900,000 gallons at 350,400 and 450 G.P.M. Foot-pounds or work cone per kw—hr. at 350,400 and 450 G.P.M. Ftelbe/ kw-hr. 3 WW. hes-Dre NO verbal or written agreement or understand- ing considered or entered into prior to the signing of contract shall be binding after the signing Of contract unless incorporated in the contract. If this prOposal shall be accepted by the Boerd.of‘Water Commissioners and the undersigned shall fail to contract as aforesaid and to furnish the re- quired bonds within ten days, not including Uundays from date of serving written notice from the Owner that the contract is ready for signature, then the under- signed shall be considered tO have abandoned the con- tract and the certified check accompanying this prOposal for the sum required by the Notice to Bidders, shall become the prOperty of the Board oifuater Commissioners, , Michigan. If the undersigned enters into the contract in accordance with this prOposal, or if his prOposal is rejected, then the accompanying check shall be returned to the undersigned. 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