Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Misc.
, \ \ \ \ \ \ en ~ 0. o Q ~ ~. u cr: o u. .j ~ .- CO en ':) CO 5 CC o \b z ':) ~~~~:g,~ '3 EO-t- ~Q) ~'~~ <&.~~ ::i... ::>~ Q) u) ~$'.P g, 6g~~.~~ ~..... 0).... ca-o ~~-5Zi'U VA,.; ::>~~-o~om ~~:gi~~i El/l-.r;.l/ll/l \t'g ~,<E l/l ~Q) ~~~~\~~ t-..ro -0 .~ Q) -0 Q) ~~~~g~~ ~^'l~r!\ ':~ ~.,~3! ~s~~~ ~-;i ~ ~~i'~~~: bt~~s~~ ~'~~g~8~ ~VAE.5~~ 'O,~%'~ '58 ~ ~t-;j':au.. ~. 2 ; u- en en ~ , .; I;~~ PLEASE COMPLETE Ald. 1 SEE BACK Oi' ~.~~.."~:..... " .'" :< ;r, > . <",::; . C ';I11,oN.IKi THE 5BLOGKS OUTLINED IN ORANGE . . .E. RAEBARATLON INSTRUCrrlONS. ",,' C", "" .DAT~,.,>. , .ft:.J~Jif/ 'f~: Nar11e)~';;:~ ' . ,,,~ l J . .... I "";:<<'. '.' ,.:,1":' "VI AIRBILL NUMBER 'tr~ rEAl Doster Construction Company, Inc. P.o. Box 1072 . Franklin, Tennessee 37065 . (615) 377-3030 June 9, 1987 City of College .Station P. O. Box 9960 College Station, Texas 77840 Attention: Kim Johnson Assistant Zoning Official RE: BRAZOS VALLEY MEDICAL PLAZA Job No. 8684 Ms. Johnson: Doster Construction Company Inc. requests from the City of College Station, a certificate of occupancy for the Brazos Valley Medical Plaza, 1602 Rock Prairie Road, College Station, Texas. The trees and sod have been completed. as per your instructions. After receiving the Certificate of Occupancy, the landscaping will be completed 100% by Ju,ne 25, 1987 ,including cleanup of the grounds, parking lots and sidewalks. If you have \ any questions, pl~ase contact me- at ,my office, 696-6289. Sincerely, DOSTER CONSTRUCTION COMPANY INC. ,~t/ b/~ Steve Williams Assistant Superintendent l600-A Rock Prairie Rd. College Station, Texas 77840 SW/nhf cc: Kent Potts, Brazos Valley Nursery, Bryan, Tx. Marks Lee , Dost'er Construction Co. Inc., Franklin, Tn. ',~ .0 \~' ~PAGE SOUTHERLAND PAGE AUSTIN DALLAS FORT WORTt-1 HOUSTON ARCHITECTS ENGINEERS CONSULTANTS 606 WEST AVENUE POST OFFICE ".BOX .2004 AUSTIN TEXAS 78768 (512) 472~6721 TLX.767138 ~[?@[fi)@OlfUD~ft@~ TO: ~r. (fI)av,'dJ;.PaJlen .. e 'f.jCV1e,'neer 8o/~e't;tir:?/erir~~b:~ ATTN: DATE: ....ff'--. '$)-- 81 . JOB NO :;1;;6 .5c;D RE: Hv<m/J/r1l:J. Jv/p.d; fpl o/! he BPi. Ke w {'se-d &cJer J4ei-o tn-rk.r dn+tj ~,\s. WE. AR...E... ...SEN. DINGYO.U..' T..H. E. F. O. LLO.' ..W... 'N.'..G.'.TEM.S....:~. ..Att. a.c. hed..... ..0 unde.r.....~,;"..;".epa. ra. te... co.ver. via:)XfMail o Sketches 10riginals.. 0 Specifications .0 ~6p drawings . DiLetter .13 Bus o Prints I Plans o Catalog . cut.. sheets D. Samples D!Report/Brochure o Reproducibles 0 Addenda o Change order 01 'Equipment list 0 o Courier o QUANTITY DATED DESCRIPTION f Get- t{.-22.-~7 _&~Ier f-leftJ)L1-rJedv2~t;/'t I?/J~lrah VrL - ,C!Jkefch&-f ;:'~ey . "Zne ;.Jeft:l~ ~~hateJ. res a.Q f. I TRANSMITTED: ).(For review o For approval O.For'comments o For your information 0 Rejected , Jl[As requested 0 Accepted o No exceptions taken 0: Resubmit copies for approval o Comments attached o Submit copies for distribution o Note markings D!Return corrected prints o 0 Please acknowledge' receipt REMARKS: 00/~ te a,.r~_ I?R-p,d~~ o"dv' ~ P. ~e /aJ~/)btd~/ '~I~moJ,h tJ --g;~.~ .-/~ . , / ' __.:._~J: ~~//~~ /).. J. 4/1'?DO #IG RE, COpy TO: . P; 'Ie.- ' April 22, 1987 RE: HUMANAHOSPITAL - BRAZOS VALLEY MEDICAL OFFICE BUILDING COLLEGE ... STAT.ION, . . TEXAS WATER NETWORK. ANALYSIS .. The average ground elevation at the Humana Medical Office Building site is 305' above MSL. The invert elevation of the proposed line will be: 305- 5 - 300' above MSL Assume the water flow in the existing 24' main is 9,500 gpm, and assume friction loss of 4 psi. Static pressure near the site: Zz& ,.., ~ (522 - 300) x 62.4/144 - 4 = 92.0 psi All.' data and assumptions consistent with previously approved design for H.umanaBrazos Valley Hospital. For computer programming, use static pressure equivalence in feet arid observe the following results: 2. t 1.- 92 x 144/62.4 =~' 1. A computer run for average daily flow of 350gpmand200 gpm for the hospital and. the medical, office building, respect- ively, indicated a range of velocity of 0.63 ft/sec to 3.66 ft/sec. Refet toTable III. 3.66 it/see 5.0 it/see max.allowable b.y t'he City of College Station .......... April 22, 1987 PageZ 2. A computer run for fire demand of 6,600 gmp(one fire lhydrant of3,OOOgpmanda sprinkler system of 800 gpmeach for both the hospital and the offic.e building}, ..indicated . a velocity rangeof5.35ft/sec. to12.7ft/sec. Refer to Table IlIA. This high velocity occurs only under extreme · conditions of fire at · both the hospital and the office building simul- taneously. 3. Residual Pressure From Node No . 1 through Node No. 9, the total head loss is 75.95 feet or 75.95 x 62.4/144 = 32.9 psi Residual Pressure 92.0 - 32.9 = 59.1 psi 59.1 20.0 minimum allowed by the City. From the computer analysis it appears that the domestic. flows and velocity ,the fire flows and the residual preSstLre all. meet.orexceed'City of College Station' criteria. .......~;~!~:.~.;:1../.~r.1'~~t ,e Y't' ~~..ltt/7 '. . . oo~ ~4 ;../ ...;..- : . .. P~\ ... ''It*~' :~j", '"',, ~ Q <II (I." oe.9 "'0.. .... ~... ;.~ ;} . A.J. GHADDAR ..~ '~ ~. a h 9ra9 fl)~ e."....a........-It 'c~ ~,':,o;1.) . 34749 . .D/) ~ ~~ j'\ ~~ 'l~ .. ..' at> 'J.( "~~. ~"".;,)" 01 eo.."'t'." \,". *,..' \'~.... "r-...~U .\ '3'0. ~.. ~ \':~.~ ;~S' 0 ~ ~ ~ C .fl) ~,\:.~ ~10~.~~..'?",....s.~.fO.......1\ \. 'Vi'i:~.-'. .a { . '<'.,;\~1..~."~~ t 4- '2 '1./81 A.J. Ghaddar, P.E. AJGlbdg 1; I 1 .1 9 10 11 12 13 .eo 3000. 00 100.00 .00 4900.00 .00 .00 -et';ft. -21.. -eo. 41 -eo. 30 -6.54 S20.00 -221.11 -3. 00 -1.07, DE tEl BYBTEM lBAIl · .00 StIIAfYIFltFUIIJ(+) IN)OOTFLM(-) FIDtFIXED6RAIE lIlIES PIPE' NJIER ~TE 14 .00 DE lET Fl(JI INTO nE SYSTEM FlU FIXED SRADENlDES · . 00 TIE tETFUJltIJT IF 1lE SYSTEM INTO fIXEDSRAlEQ)ES · .00 4t&DtJtfPM 6.90' /2" (6)-f ( W/ExTt:NTloN) , IJ) " fJ) (() fJ) ~ co " <X) ( W/EXit.NTIO/'J) WA1=ER .LIN EiNETlNORK N.T.S. f::. L () ~J RA1. E I S E-: X ~:a H r:: [-3 SED . I t\J< G F'M .... f.:l t\1 D .~) ~~ E:: S S Ll HE I r,J ~) S I Ei (.~ ~-3UI'i1tvl('1Iiy' OF: TI-iE 0 H 1G It~AL I)ATJ~F.OI_I_()~JS f.) I r)E t\J [I II I\J () DE:: I\IC)S II 1 1- 2 .::. i=: u:;. \OJ -.. ":;. 4. "'-:; -' L~ L~ .::.- ",J 5 5 tl 6 t-; -7 7 -7 E~ 8 8 ':3 9 ':3 1.() 1 () 1 () 11 1 1 1 1 1 i.::: 1. .'-, 1 i:: 1 ..... c.. ",-:' 13 1~" 1 '-0.' 1 'f () 1 ",JU1\JCT IOt~ I'JUtiJF.:"{E R I)EM~~ND 1 .-'35C>().()(> 2 II ()(> 3 .. ()(> 4 5 b .7 I 8 ~-3 1 () 11 12 1_"'10 ~ 2;t5().. ()() . () () " . ()() . (H) .. () () i::: () () . .' (> () . () () 885i.). .()() .. () () .. () () :L L_ E r,JC3.r ~-I i) I f.~ Ivl E -r E R (FE:F'::l- ) ( I NCI.--IES ) b 9 (). () 1 ~::::.. () 3~3~).. (> E~ II () ~3 3 E:l. · (> 8.. () ~'3 II () l:3. () 3(). · () 8 II () 1<'35. () E~.. (> 285. () 12. () 6, () .() 1 i:::. () 5. () 1 i.:::.. () 38 ~3. () 1 c~. (j t577. () 24. () :~ 1 ~& . .. () i.::: .(~... () 1-7 t:i It. () 2L.. () 1 () () (). () 2 iT.. () :IE ELE~./~l-r I Or,J .. () () . () () It () () . (> () . () (> . () () . () () . () () . () () . () (> 5;:::(). ()() . () (> II () () ROLIGf..II'JE::S~) M It~O F~ l_[ISS ~::: F= I X I:::D G H('~I)E:: 110.0 ..00 1 1(>. () . (H) 1 1 ().. () .. <) () 110.0 ~OO 1 1 (). () . () () 110.0 .00 110.0 .00 11 (>. () ..(H) 110.0 .00 110.0 .00 110110 .00 :L 1 (). () .. . (>() 110.0 .00 1 1 ().. (> II () () It () () CONI\jEc:-r I I\JEi ~:) I t:)E~3 1 13 11.+ 1 c~ 2 -... ~.., -:;- L,. \0..1 L~ 1:::- ...J ~I 6 t; 7 7" t3 8 '3 9 1 () 1 () 11 1 1 1 i.~: 1 .::. 1 ..;." t__ . ",oJ o u'r 1=1 UT S E LEC"r I 0 r\J : r.:n_. L. HE S:) LI L. -r ~) f4 F~ E~ (} lJT r.=-LI ,.. EJ=1 (~~-I ~) E::H I (JI) 'r J-II S S \( ~3 J'IEfil 1,1 AS 1 1::1 I r':l ES ~~J I,..I.,f 1 ~3 J' Lt l'J C'- 10 J\lS 1 LOOI:'S ~)t'JI) 1 FGf\~~3 T 1-1 E::: RES LI L l' S f-=iR E 0 F.3T r~ I f\J E D f:}F-- T E: R If 'r R T [.:1 L.S ll'JI 1.' H f=rr,J ~4 C CU F~ f-1C Y -. . () (H) Lt 8 1=' I J:'l::: NO. 1\1 0 I) E..: NfJ ~3 . 1 1 i.~: ~:: 2 ~~ -"'\ -;. 4 ~. ",J L~ 4 5 5 5 i; 6 6 "7 7 -1 E:l t3 8 9 9 9 1 () 1 () 1 () 11 11 11 12 12 12 13 1 ~3 13 1. 1/+ () 1 J'Uf\Jc-r I ON NUI'tJE{E R 1 2 ""'\ ...-:' Lt- a:: W 6 ~7 8 ':3 1 () 1, 1 :L 2 1 ~3 THE NET SYSTEM DEMAND - ~ I:::LO~JRt=ll"fE H~::('=lI) 1_088 ~:IUtv1t=' I-IE(1) lvl I I\JO F< . 1._0~SS \lE::LOC I l-Y 1,-11_/1 (H)() ~) "73 It 1. () II 8 ~3 If (H) .. (H) tit t; 3 1 . i.::: 3 57":~. 1 () 57:~. 1() ;~ i.::: ~J. 1 () 2~::3.. 1 <) i::~2~3 It 1 () c~23. I() 1.7.: 23.. I()" ;:;:3.1 () 23. 1 <) - B '3 i.::: E. . .. 9 () ,-t3':326. '3() --El9E:6.. '3<) . . () () fJ E ttJ (..) f\JD -.. r:95 ()() . . ()<) . (H) ..' ()() :35() . (H) .' ()() . .()() .. () () .. (H) ;::: () ().. () () II () () 8/95(). ()() (H) (H) ;:.::: .'3 '7 3. (H) .. () () . ()5 .3() .' () () It () () . () () . () () . () () . () () . () () . () () It () () . <) () . () () . () () . () () . () () . (H) . () () . () () .CH) . (H) . () () .' () () .. () () . () () . () () " () () . () () :3. (:;6 3. bE. 1 . Lt2 1 . LI"2 1. L~;::: . t:, 2'; . 6~3 . ()-l . ()";r -E.. ~~;~~ I:': ~"'" '~ - o. ",-:' \o~~ 1::. ..'" '~'lo -0 It ",-:,~~ .. () () ~:a Rf.:S~:)U RE:: - ..::: ;:~ l:3 II .1.1' 8 ~:3UIVllvJAt~\( OF I I'Jl=LOlPJS (--1-) f"it'JD OlJ]-FLO~JS (-) I:::HOIYJ 1= I Xt:::D GRADEf\JODr::~1 ~:a I I=IE:: 1\IUt/jBE H 1'+ F: L.. 0 ~J H A "r E:: .. (> () .. ()6 . () 1 . . () (> . () () -3. 9:~ -;:~. 13 -1.19 . (> () -:]2: G H t:~ D E:: L It,1 E:: . .. ()() -.85 ELf::~jf~)-r ION - 3. 8;::: -6.83 -(S. ~33 -f:.. 88 --"7. 1 8 ..- 7'. i.=2 '+ "-"7 II 25 -"-7 .. c~5 -"7 a ;~~5 5;::~() II. (}() -, 3.. 3;.:: -.. 1.. 1 {:3 . () (> 'rf-IE I\JE-r r:LOW I.N1'O '-I-IESYS'''EM r':'F~OM F.l XED GJ RADE KIOI)E::S . ::: 'r 1-1 F':: I'J E: -r F':' L () ~J 0 u'r 0 I:::' "r f-i E S '}" f31"f::M < I }\rr 0 F' I X E I) G IR A I) ~2: I'J 0 0 I::: S "__ II () () . () (> ::~ It [:3 f.3 8. 8t) 1.55 j, It ~)~5 1 .. 5~5 . 21, .21 . () () . () () - f::,. 8 1 ,-t; It f31 -6,,81 . () () ~La,WRf:lTEIS EXPRESSED INGPM flNDPRJESSURE, INPSIG 1 SUfIIM~RYaFTHE O-RIGIN~L D~T{:lFOLLoWS PIPE NO. NODE .NOS. 1 1 2 2 2 3 3 3 4 4 4 5 5 5 6 5 6 7 7 7 8 8 8 9 9 '3 1 1 C) () 1 LENGTH ( FEET) 69(>. (J 335.() 338. () 3. c} 3(). () 1 95. () 733. () 89().' () 1 75. () J () (> () .() -roVNCT/ON NUMBER DEMf:lND 1 -95()(). ()c.) :2 . ()(") 3 3000.00 4 8 ()c.). ()() 5 .00 6 . c.)() 7 . ()() 8 57('()....,)() 9 . ()c.' :fA DI~METER fINCHES) 12. () 8. () 8. () 8. " 8. (J 8. () IS. () 84. () 24. () i::.... 4. () JEA ELEV~TION . ()() . ()() . ()() . (>() . (Jc.) .o() . ()() 58(). ()() . ()(J ROUGHNESS J J(). () 11 (). {) 11 (). () 11 ().() 1 1 (). () 11 (). () 11 ,). () 11 (). c.) 1 1 ().() 11 (). () CONNECTING PIPES 1 9 1() 1 2 i2 3 3 4- 4 5 5 6 6 7 7 8 8 9 lUTPUT SELECTION: t:lLL RESULTsflRE' OUTPUT EflCH....PERIOD THIS · SYSTEM .Hf:lS 1() PIPES WITH 'H'E RESULTS FlRE DBTf:lINEDI1FTER PIPE ND. NODE NOS. 1 1 i.2 S S 3 3 3 4 4 4 5 5 5 6 5 6 7 7 7 8 B 8 9 9 9 J. 4 1"'\ FLOWRf:lTE 1991.46 1991. 46 -1 CJ('J8. 54 -18()8.. 54 -18CJ8.54 -18()8.54 .-18f>8. 54 -75()8. 54 -75f)8.54 9 JUNCTIONS frlINORLDSS K . () () . ()() . () () . ()() . ()() . . ()() I ()O . ()() . ()() . ()() 1 . LOOPS 'IJND FIXED GRf:/DE . (J() 1 FBNS' TRII~LS WITH llN f:1CCURllCY = . ()()()()4 XA HEllDLOSS 8.54 89.87 -8.55 -.22 -2.&24 -J4.54 ..... 7. 59 -4. 4() -.87 PUMP .HEllD . . ()() . () () .() () . () () . ()() . ()() . . ()() . ()() . ()() MINOR LOSS . ()() . () {) . ()() . . ()(J . () () . ()(> . ()() . (){) . (){) ,VEL DCI TYHL / 1 C)()(J 5.65 1B.'38 18.71 89,,15 -6,,44 -;25.B9 -11.54 -74.58 -11.54 -74.58 -11.54 -74.58 -5. 13 -JC).35 --5.32 -4.94- -5.38 -4,,94 6 7 1 95. CJ 8. <.' 11 (). () . <.) () 7 i' 8 733. () 12. <.) 11 (). () 11 ()O 8 9 89(). () 24. () 11 (). () . ()() 9 1 1 75. () 24. () 1 1 (). () . ()() () 1 1 ()()(>. () 24. () 11 (). () . () () . () () \J NUMBER DEM~ND 1 -95()(). ()() ;2 . (J() 3 3c.)(J(). ()() 4 8()c.). ()c.) 5' . 'CJc) 6 . ()() 7 . ()<.) 8 57()f). ()() 9 . ()() J]:A ELEV~TION . ()() . . ()c.) . ()() . ()() .c)() . Of) . CJ() 52(). ()e.) r-- . () e.) CONNECTIN6PIPES 1 9 1f) 1 S 2 3 3 4 4 5 5 6 6 7 7 8 8 9 ...... ,ELECTION: 1=lLL RESUL TS'. IJRE 'O[JTPUT E~CH PERIOD SYSTEMHf:lS 1 () PIPES WITH 9.JUNCTIONS ~ 1 FGNS' 1 LOOPS f:1ND ILTS RRE DBTRINED I1FTER 4TRII1LS<WITH IlN {'}CCUR~CY = . ()()()()4 J. NODE NOS. 1 2 ;2 3 3 4- 4 5 5 6 6 7 7 8 8 ':!J 9 1. c.) 1 IN NUMBER 1 2 3 4- 5 6 7 8 ,9 FL OWRf:l TE 1.99J8' 46, 1. 99J. .46 -1 C)(JB. 54 -18()8.54 -18c)8. 54 -18()8.54 - 1. 8C)8. 54 -75(,)8. 54 -75()8.54- . <.) <.) DEft1~ND -95C)(). ()() . () () 3e.)(Je.). ()() 8e.)C). e.)e.) . e.)(J . e.)() . ()() 57e.)e.). ()() . () () :m:A HEIlD.LOSS .PUMP .HE~D 8.54 .. ()<.) 29.8,7 . ()() -8.55 . ()() -. 22 . .c)() -2. 84 . ()() -14. 54 . (){) -7. 59 . ()() -4. 4() . ()f) -. 87 . {)(") . ()() . ()() :we"A BRt:/DE LINE . .' (J() -8.54 -38. 4() -i.:e9. 86 -i:.?9. 63 __c.~7. 4() -1 i:::...... 85 -5.26 -.87 SYSTEM DEMRND = . ()() MINOR LOSS . {)(J . {) () . (J() . () () . {) () . () () . ()() . . ()() . tJ() . () () ,VELOCITY'HL/J()()() 5.65 iB.38 IS.71 89.15 -6.44 -125.29 -11.54 -74.58 -11.54 -74.58 -11.54 --74. 58 -5. 13 -lC}.35 -5.32 -4.94 -5.38 -4.94 . c>() . <.)() ELEVf:1TION PRESSURE 5EO. 00 E~~ OF INFLOWS(+) RND OUTFLOWS(-) FROM FIXED (3Rf:lDENODES NUMBER c> FLDWR~TE: . <.) () FLOW INTO THE SYSTEM FROM FIXED GRIJDE NODES = FLOW OUT OF THE SYSTEM INTO. FIXED.GRt:lDE NODES = . {)() . ()() ., , 'l- ~\ City of CollegeStati.()1l OJ~ 1f if IE 00 (]) W if 00 ~ ~ ~ [}0D D1r1r ~lL POST OFFICE BOX 9960 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 JOB NO. TO 9~j~..~"~h<<1~<L1PQi~ ~Z>~ llt/-&f. /J.v(!,.. . . /JtI-~-ft;, 79< 7~7~e RE I L> GENTLEMEN: WE ARE SENDING 'YOU o Shop drawings o Copy of letter ~ed 0 Under separate cover via ~ 0 Plans o Change order 0 o Samples the followi ng . items: 0, Specifications COPIES DRAWING NO. .sa. THESE ARE TRANSMITTED as 'checked below: V For your use ~pproved /O"As requested 0 Approved as noted o Resubmit _ copies for review o Submit _copies for distribution ORet ,rn _corrected prints COpy.D....b).. i-. r.......~................................. i.......1t...-..~......{.............~e.................~. ()l~....JjW. '............... ...~GNED:~............. .... .....~.... r i....... >tfIl as$~1e~ .1$.. r~Cd · .. .~..... ~ ) POST" OFFICE BOX 9960 1101 TEXI\S AVENUE COLl-EGE STATION, TEXAS 77840-2499 AU,gtlSt 6, 1986 MEMORANDUM' TO: P.O.Box :2004 ]~.itolt~ : ices on (1) service and fire protect ion to the bui 1 cling. LOCB,t ion: must be approved b:{ ,EnginJ~ering Depa,rtment, Water & Sewer Depairtment&F'ire DerJartnient. (2) All curbed areas in front of this building must be marked as fire lanes. Coordinate with Fire Mar~hal's office. (.3) Coordinate el ectr i cal requi remen t s wi'th Ray Havens in tIle Electric Department. If this is to be as ~reviously mentioned, an office condo building, requirements will be different; meters 1 P.R.C. 86-703 8-6-86 page 2 D\lbe indicated that proposed access is the Engineering in iOD:al l~ g rowsj -n 'I lri:S .. ou.g-h the 2 City..of collegeiSfiltioJ) [lJb 1f 1f[[[R3 ill) [F 1f OO~ ~ ~ [Kj1J 0 1f1f~ [L 6't-7o.:3 ,TO POST OFFICE BOX 9960 1101' TEXAS AVENUE COLLEGE STATION, TEXAS 77840 ! (~ (.' f ~ J GENTLEIV1EN: \ ~ 'J \ WE. ARE SENDING YOU ,fi",r;!t'~~ ' dJp,~,f;A:'ftached 0 Under sepa rate cover via o Shop drawings o Copy of letter "",,< ~~,~,!P'fints o Change order o Plans o Samples the following items: o Specifications o COPIES DRAWING NO. THESE ARE TRANSMITTED as checked below: . .;4- J\APproved o Approved as noted '~ For your use ,r,~" "\ ,if' 0 As requested o Resubmit _ copies for review D Submit _copies for distribution COpy o For r~J)(,iew and comment (,t'.~:::?'1 PAGE SOUTHERLAND .PAGE AUSTIN DALLAS FORT WORTH HOUSTON ARCHITECTS ENGINEERS CONSULTANTS 606 WEST AVENUE POST. OFFICE .BOX 2004 AUSTIN TEXAS 78768 (512) 472-6721 TLX.767138 PSP1. AUS tb[F@[fl)@ITiIDDtbtb@~ TO: DATE:/~.~.<f'k . JOB NO: /?~~L' RE: .~ J'Yt_ . .~~ Jtk~ Cfl-/ . . . ~ (2 13V//~~"-.. ~/dd~ JG/I~( ~~ 0,,;e ~~ WE ARE SENDING YOU THE FOLLOWINGITEMS:).(.AttachedOUnder separate cover via: 0 Mail DSketches/OriginalsDSpecifications ...DShop drawings 0 Letter 0 Bus )!Prints/Plans 0 Catalog cut sheets DSamples ..' 0 Report/Brochure o Reproducibles o Addenda 0 Change order 0 Equipment'list 0 k.Courier o QUANTITY DATED , 1;;.4'8& ( I · TRANSMITTED: 0 For'review ~~ ;:~:~::rmation g ~~~ments o As requested 0 Accepted o No exceptions taken .0 Resubmit copies for approval o Comments' attached 0 . Submit copies for distribution O. Note markings D'Return corrected pdnts o 0 Please. acknowledge receipt COpy TO: (U::U-/t fc., 6~ S~N~ .a~~ J., 'a '9 10 11 II 13 .ee 3000. 00 100.00 4900:= .00 .00 -ft:'ft -fl.. -eo.~ -eo. 30 -6.54 -3.00 -1.07 S20.00' -221.17 lIE lET BYBlEM IEJIII)... . 00 SlIIAIY'm: ItFUIIJ(+) _'IIJTFL[IE(-) 'FIU..FIXED SRAlEtIlIEB PJ~ tUIER fl.(IRTE 14 .00 DE IETFl(JIINTO nE SYSTEM FfDfF11ED SRADE tImES- .00 lIE IETFUII.(lJT (F'nE SYSTEM.IHTDFIIED.SRADE.tolES... .00 2 (W!ExTENTfOlJ) ~ to ,0 ~ q) \ \\- '" \ 26~' ~ 7 ( 'II/EXTENT/ON) ., . .1 vtfri' "\ ~1" WATER . LINE NEThJORK N.T.S. .t :y' p ~'::~ ~"i () U. t; ::.::.i LJ l\j I \..) l:::: F:~ ::::~ I 'r \l (] F' i< E:: i.....l.r tJ C: i< \( F' I F: E:: 1\1 E:: 'r l.~J C} I~~: J< l~ i\i {-:~ L. \l E} I ~:::; I::t t:~: Cl i:;J I;'~ l'~lIVI ~... :[ '::~i [5 .::1. '\) I::~ f~::::;:) I C) '\1 ::1:: ::1:: ::1:: ,," RESULTS TO OUTPUT FI j\f F: tJ "f' )) {.7"1 'r !:~": F' I L. t:::: 1\11-\ Ivi E: F' C) l:;~: "r ',,,1 I ~3 ~:3 I ivf tJ L.l:z"i "T'. I [) 1\1 OUTPUT DATA FILE NAME FOR THIS SIMULATIO~ NUMBER OF PIPES = 14 NUMBER OF JUNCTION NODES F' L. {] hi tJ j\1. I "I" ~::) ::::: J3lii L. L. (J 1\1 ~:3 PRESSURE UNITS = PSI ......j .':' ..... .i. ....} / IV! I 1\1 LJ'r E: **** SUMMARY OF INPUT DATA *** F: I r=E: ~\.f CJ If o"'W. .;::. .....4,J \o~.:z .::{. :.:.::; l'. i.If::; ':.;1 *...., i.:::t ':::r :t () l :t :!. :;;:: :t ~3 :1. I::}. i\i (] 1) E: :1:1: 1 :t () ::;:: ~::; :::J. I:::' ....: 1:.:'.1 l J>' I::;f :t () '1 .! .i. .1. 1 :;;:: 1 ~::; ..J l.J 1\1 c:'r nt\l C) If :l. ::;:~ t.., ..::i ..! l..t ::.:5 f.:;,= .Ii: ;:::~ t::~l l () :i. :I. ..! ...." .I. .f:: :I. ~:~ '\1 (J :0 E: L. E: 1\.113 'f 1...1 Ii I if::j 1'~"lu (Il,.lu) ::;:~ :::~ :: () in'lll..J ..... c: t...} {.~l L. tJ E: :t ::;:~ :: () :J. :t () :; (:= 1. . >:t l:::) :: !:::) :i.()::() ll()::() :t () :; f.) 1 :L () ~ () l () ;,. () :t :t () $I () l()n () 1 :t ();: () :t ();; () :t :t ()u () :I. ().,: :I. 1 ();, () :1. f.: n () J. :L~) i: () :t (:::1 It () -:t :t () II () :J. i:.; u () 1 :I. () 11 () ::;:: :::1. u () :t l () n () ::;:: :::1. n () :I. :t () n () i:::~ L. E:: 1"'//.""'1 'f I CJ I\J ::;:~ :::1. It () :I. :t () n () 1 :; () l :1 () :tn() :I. :1 () :t ':1 () 11: () ., ...... ; :, .1. n ...... :t :: () 1 ;: () ], II (} :!. $I () :L :: () () ~:3 tJlvj..... jvi F' t:.! c:'r II () II () i::) t; (:::~ () u i) () n (:1 () c: () ():: () () nt) ():: () () i: () I:::) u =::::; ():: c= (:~) 3: i::::r () If () ()n () F) LJ 1.....1 r:: F' i:::i I\J :1:1: ::;:: "". tun ..:.... ..... t. !.. E :I .; ''1'' ....ll:::E:: i31:;;: (::'i! 1) E: :1. f:5 () II () 'f .i. 11 ()() il () t.::i ~:::J () n () () U () i:::S n (:~:i .... .... t,) n t.) (::j';s i:::5 (::J :: (:) ():J () ():: () ()u () () 8: () ()n () (j:: () t::::; n (:::: () :: () () U () 'r t'~i i:::: F;:: E:: E:; tJ L. "I" ~3 F' C) J~:: oori...f I E) ~:3 11.....1 tJ L. {::}i 'r I CJ I\~ F' Cl L.. L. CJ i,l,J :* ::i:: ::f:: ::1:: ::;:~ ....... "'fj.'.' ~:'3 :3~j:1 () ..l :~4' :3~3E$ If () !:::" .0...: ~:'3:: () t" ::::.; ~:.:; () fl () '7 ,..... c:} 1 :::~i ~:.:S 18 () ::;:~ ~a!5 8: () I:) S:.::.l (::) :: 'i::) l () ~:.:.:; n () :I. :t ~:':1 :::::: ::::; n (::i 1 ::;:~ !:::' .u:._ '..j." ....... .....J,I l n t..} '1 .':! .t" .ou" ~::'J :I. :3 It () :t :l .:;:-. ~:5 n () I) I:::: lvl {!\I\I :0 () 8: () f:] () ():I () () I:' () :]() () (j n () f::5 () () It. () '(::j :; (::) 4. 1::.1 () () If () () n () ()n () e~" ; :...... I ..j:,j n C) F' 'r I:;:: I (.~! L. E; ::;:: 4. ACCURACY ATTAINED = 0 F= I ~:::ll:::: I\I~] :I "Ill"" .t,.... .....f ..::: 8::1. I:::: -.tlu: !:.:; C) ':) :I. () i\i (J I) E: :1:1: :I. 1 I I\~ (] [) i:::: :1:1: ::~: F' L. C) ~\J F;: if:~! 'T' E: 'j .f. :~~ :t () !.:.::; () () n () () 1 ~:::.; ,::.:., f:l:: !.:~j :~:: . :t () ':7 (:= I: ~S ::;:: () .t ''':1 .::" ......, . : .. ..'1 . = '::i~ :t ()'7 i;::';a !:5 ::;:: .1 ::+ ~.:.=S i::;~i :.:.:.:; ::;:: -:7 f.:: ;g ~:.::.i :;;:: Ie. t::, ::;:: .:~:~. (:.:.::: ~::.:.! ::;:~ ::;:: I:;:: (:.::; :: ~:::j ::;:: :.... :...., {::i '."9 ::;:: ::;:: ~~.; t: .::f. i:3 '..."t a....1 ..... ~~:.} :;;~ :;~~:::3 II I::f, ~:3 l::ti : ::~( ..... :::1. () ::;:::] It 4. ~:3 1 () foul [:: {:'i Ii L_ (] ~3 !:::; :1. -(:) ;; - :t::;:~ ~~s II :':.:; :::1. ~::~:: - :~~ ::;:~ ~::; It ::;:: ~:5 ():: ()() () II ():? (') .~.::~ e-n,s: 010 .0...: () :: ':t :.~.=; () &: :::!.~:::; (::J -:: - e::::i l:~::} "'li I t'~1 C) i:;;: L. [) ~::~ f:) () II () () () ;: () () () II ()C: () 18 (:= () () ;: ()() () :: ()() () II ()() () II ()() () ,: ()() C..i n (uJ =:00) Ft tJ jvf F> 1...1 E: f:i ],) () II ()() ():: () () () t: .() (:1 ():I ()() () It () () ():: () () () 1& () () () II () () (::):: (::i <::) (::> :t (::)(::j .16 __II/~f,o /". ,/$ /t,'1 ') L. I l~'~ E: \iE:L.(]C: I -r'{ '7 It ,::1. ~:) :::1- u 4."7 r::~ u :::J. () 1::1.:: ,::~ () .1 ..: ...... 1 n J. ..::.: :t :: :J. ~:'3 :t 18 :t ~:.; () I: :::~i 1 ~:.::.; t: /:L:J f:; If :::j. :~::\\ 1...1 1..., 1 ()()() ::~ r; :;;:: () ~::: II (::) ::3 f::~ 11 t::l~:3 ';1 n i:.:i~::; (uj u ..l. <:::: () n ':.7 [~ () f: '7' f:5 () IS ~:.:; ::;:: :.7 II :::1. ,::~ 1 1 t: ::;:: 1- E.: .y {.J <:::' h () t.~ t: ~::I. *** UNIVERSITY OF KENTUCKY PI NETWORK ANALYSIS PROGRAM ~ 1984 VERSION *** RESULTS TO OUTPUT FILE \ I '1\( F' tJ 'f I) l~i'r fC}i F' I 1.... E: ~\Il~t {VI E: F' [) f:;~: 'f I..i I E:; ~~; I f....1 tJ L. ti"r I (] 1\1 ::::: C) LJ -r F' I.J 'r I) i':lt 'r !'~~:i F' I L.I:~I\I t~ivi E: F' C]~~: T' }...} I ~:3 ~:) I 1''1'1 tJ L.l~ 'r I [] 1\1 NUMBER OF PIPES = 14 NUMBER OF JUNCTION NODES =13 FLOW UNITS = GALLONS I MINUTE PRESSURE UNITS = PSI **** SUMMARY OF INPUT DATA *** r>. I F' E:: 1\1 (] :~ :l. :1::: ~::; 1::1. ~5 i::.:: (::> :::1 'f {'1 ,s. ..... ., '1 .1. .1. .1 ........ J. .,::. '1 ....\ .~, 'PI~'.~ 1'::!, (:) 1.....1 (] I) E: 1\.1 [] :0 E~ L. E:: 1\1 i3 'rl...1 :1* 1 :1:1: ::~: ( F"r u ) :I. :i. 1 (j() sa () i:.7; '::~f () n () :t ...... .,:.. ........ ..:.'1 .'J '''I' ~.::.:; i:::, t'..~ I:::> t""': ::? :t () t :t :I. ::;:: l~::; .J tJ J\~ c::'r n '.....1 [) II :I. ::;:~ ...";; ,::1, ~::J t; l"" ~::~ z ~ 01..: :!. () 'I .! .. J. 'I .":; .i. .::.. 1 :::3 :;;:: ....u: _.::.1 ~::~ :::.:~ ~5 3: () )) I' ff:"1II'v'! u 1...1 Ll,J ..... C: ( I f\1 $$) t\/ f{,~i L. tJ [~ ::;~ 1::1. :a () :t :l. () :: (i 1 :J.()II (:= () :i. :t () II . () () :I. :I. () II () :I. :t () n () ~31.J!vi -... ivl F'l:':i c:'r n (::) t:i:::) ()u () () I: () () 31 () (:::: t:. i:::J () 11 () (:::1 ,:(::) () 3: () ..., ,..... t.,J g: ~.} <::):: :::::: () 11 () () II () (::j . t: t::) () It () Fr 1....1 jvi Fl .1" \...-" F::I t:: (::l:: i::) ()n () ()n () ()n () () ~I () () ~ () (:::1 n i:::j () II () () II () () II () () II () ()u () () I: () () n () **** THE RESULTS FOR THIS SIMULATION FOLLOW**** 1::1. ~:,:5 :::::: ~::; [~n () ::~.} It () /.. t.) :::::: i::~) u I:::) f1..:~. .' :t 1::;1:5 II () ~::) ::;:~ [5 !:.::; n () l::~i (:-:.= (..) :: . <..:! 1 () !:5 II () .1 .: .t .t ~:7; -f:~:::..; u ~:::) a!' ,"', .f. .,::. ::.:.:,i '7 ':7 :: () ~;::; :1. ~::~ II () 1 ~:'3 :t :t ':7 ::.::.i ,: () I) E:: ivll"til.....f [) ()n () () :: () ();: () ~::$ () () n () ()u () (::=,; (::j () II () ::::; () () () :1 () i::5 () () It () ()u () :4 I::) () () n () () ;: .() ();: () ;:) ........ -11'-. :I. :t (J u () () :t :t ():I () NOn OF TRIALS = 3 ACCURACY ATTAINED = n0015 F) I F!E:: 1\.1 C) II ~:::: ~:::i I::i. ~.::.:; /.. t:J I I C:i I;;! :I. () I\J CJ [) t:::: *1: 1 :I. 1\1 (] I) E:: :1:): :;;:: (:::1 l:~:; ~:5 () () :: () () :t .j .1. .,4....1 ,,;::. :I. :I. () ~:.:5 n () ~5 :t :t () :,:.::; It () ~:.::.; :r. :t () ~.:5 n () ::.::; ::;:~ .....~ ."..r ..::J 1::1. !.::.:; , 1::1. ::.::; 15:.. /.. t:..: :."~. ~.l i::~ '::~l ...- ::~: i::.:it::11::~ II '::~I ~:; f:::; ':::) ..... ~3 :::{. ':~ 4. II I:) ~5 l () :t :t () II () :t :I. () IS () 1. :1. () II () :t :t (:: ;: () ::;:: :::1. It () 1. 1 () II () ll().,() ::;:: :::1.:: () :l :t () u () f:~~ t.. E:: t..) i::\'r I (] r\1 :t tl () :t II () In() :t u ::) :t n () 1 It () :I. n () lu() 1. n () :1. ;:. () :1. It. (::) 1. II () :I. :a () F' L. CJ t,..J f:;:: i::....! 'r ;:::: ::-:; ()~5 II () :.:; ~::} () =:5 It () ~5 ~:3 () ~5 :: () ~.:::.; :':3 () !:5:1 () ~:5 f-"1 E: l:f [) L. C) E:) :::~ ~:3 II :::~ :I. :;;::- :=. ~:::: .:~}~ ~3 n::';Jf::5 ~:':': II 4.1 t.) u (j() l:::) . 2t (::) :::.: ();: :l~::~ ...... ...., '''r- :...0" n . ..::. .l () II ~::'; :~:: () #l () ,::1. J"li I 1\1 C) F=~ L.. [) ~:3 ~:) () n.()() ():: () () () :; () () () n ()() () II ()() () II ()() () .: ()() ():: ()() () II () () (', ('~ ("\ ..c- :~ ...~ .... 1:::' tJ Ivi 1=:' 1...1 E: l~'f I) () II ()() i::) n <:) (::! () =1 () () ():: ()() () :: () () () II ()() ():: () () () :1 ()() () II ()() () II ()() Ji ~ Z~ 2//1/ /1/0 I ., , T 1 {,I I F'I:::ii\j i::i F;=: (-:-:! [) E:: :t ::~5 (> u () L.. I i\~ f:::: t/ E:: L. (] C: I 'r \(' EI:: )' :::J. ~::;:t :t ::; ,::~ ::~.:::.; :I. .'%' J:::' .; ;"f':: ....J.1. :t u ~;::!5 ., ....1 I:::' J. It .1::' ...J :t u::;:: ~::.; 1 II ::;::!j t::~. U ~:::: $:) I:::: I:::: C::' .....' II ....J ;'..J f...J L.. 1. ()()() '7 ;1 f.:.:, 1::1. :::1. u :t f:J :t () II :f. () :f. () It 1. () () It ':~ ~::j ():: ':::.1 :::.;; () It ':::J :.:.:} (::):; .::~ ~:.3 :.:.::i II :] 1::1. t:5 II i:.~J.::f. t :i f::i .~'::\ 1"'1 () LJ. t.: ::::.:: UNIVERSITY OF KENTUCKY PIPE NETWORK ANALYSIS PROGRAM ~ 1984 VERSION *** F;;: E: E:; tJ L. 'r ~::) 'r (] C) tJ 'r F:r LJ 'r F' I 1.... E:: ~INPUT DATA FILE NAME FOR THIS SIMULATION =humana {] LJ 'r F:: I..J 'r Ii (::'~j 'f (::~ F' It.. E:: j\1 i:'i! Iv, E~ F' [) 1:;=: 'r I...' IE) f~ I flj 1J J ....l.~ 'T' I C) }\i ; NUMBER OF PIPES = 14 j\f l.J~Vi :Ei E: 1:;=: [I F' ~J 1...1 1\1 c:"r I f.] l\f I\~ [] I)E~ ~:) :::: :I. ~::; FLOW UNITS = GALLONS I MINUTE PRESSURE UNITS = PSI **** SUMMARY OF INPUT DATA *** 1 r:: I F:1 1::: j\j C) I) E: 1\1 [] I) E: 1.... E: 1\1 (i 'r t...! )\! C) n :1:1: :I. :1:1: ::;:: ( F-"r Il ) :t :t 1 ()() ~: () f} :::;i ();t () :;::: '/'.'r ...::a :::1. :.:.::i f::,: '7 ~:::: 1::;1 :I. () :t :I. 'I ...., .t .r::. ,,:t .......\ .r. .0.... 1 :::1. .J I...J 1\1 c:'r I: () l :~:~ ....., e.::J I::~ ::5 i:.; ':ir -:6'''g 8:::= :::~i :t () :t :t :t ::;:~ :I. :::; 1. I ..... !\I tJ ;1 ., J. ..,) "t:"', ~::.j ..! '''i. ::'=5 t:i .... Es I::j :t () :t :t :t ::;:~ 'I ....., .. ,..:."J ::;:: ...~:} ::3 ::::~ ~:5 Sf () I:) I /:)! j.....j u j'''1 !lJ ..... C: ( I 1\1;a) t} l.\ L. tJ E: ::;:~ :::~ II () :t. :t ().Cl () :t ::;:: II () J. :i. () u () l()t: () 111:):: () 1 i) n () :t :t () u () :t () II () :t ():l () l.() u () :t () n () l():: () :t leil: () :t () II () :l :t () n i) :I. I::;. II () :i. 1 () II () :t :::1. :; () :t :t ():; r) :t :::1. II () 1:1. ():: (j :? :::1. n (j :I. :[ () r. () ::~~:::}. n () 11 () II () :;;:~ 1::1. II () 1 :t () It () E:: L.!:::: \/ It~ ''1'' I(] I\f :Lu() 1 n () :t :: () 'f t',: .1. II '._.' 1. :$ () :I. II () :t II () 1. II () :I. II () 1 11 () 1 n () lu() :1. :: () () I. () SUM-M PUMP FGN () I: (:! :l ~::5 () $I () () I: () FACTn TYPE GRADE () n () () n () ()It () (:::. ::(::i () g; () {::i" . (::) () a: () ():: () ()u () ()u () () ::. () (:::: .:: .(:::i ()u () () II () ()u () () :1 () () II () .... ...", I..} II . i..} ()u () () n . () ():I () () ::'. () f::) :: . <:) (..:S.;... . !:u) () :1 () **** THE RESULTS FOR THIS SIMULATION FOLLOW **** :::1. ~:::: ~:::: i3 n () 1\1 CJ n CJ F' 'r F;;~ I l:' L. E> ::::; ~:3 -... tif c:~ c: LJ I:~~ (.:-i C: ...{ l)f 'r 'r l:l I 1\1 E::' )) :.::: I: () () () :::1. F) I F'E:: I\f (J l& ::;:: :~::':i .::1. ;.:.:s i:::.: i::5 !:~ :t () i\J [) I) E: :~:I: 1 1 ~::5 r i:::J ...'., "'..... -.:.) n :'e..: ~::} () II () :l.1:::J~.:::; II () ~::~ ::;:: f~ ~,:5 u () '::~! (;() u () 1 () ~:5:: () ., '1 .i. .1. ~:::i~:j ~:":: u r:::i .f ....1 J. .:::. :~:::; ':.~f 'i). n <:::= .1: ....... J. ..::; :::.?,; :t :] tl () :l ./ :.:.::.i I: () :I. :0 E:: 1*""1 l'ii\i I) ():: () () u i) () I: () ~::5 () () n () ()" () ()u () ():I () :::.:.; () () ():: () E~()() u () () n () :::1. 1::1 () () II () () :: () ()u () 1\1 (] I) t:::: :l:{: ::;:: ...... J.oo.: ::~~ ~::.i () () II () () ." .1. .1 .I. .11$:: .,:.. .J ..U'c .'''''', ...... ':"i i:::' .i. . .:::. ..::.1 i:::; II ...:',i .....1 ....1 ~::. :t ::;:~ ::::; t,:, II' ~::~ ~::,:; ......, ..::! :t :;;:: ~:,:.; t:J n ~:3 !:.::; ;::1. .'1 :"1' I:::' 1::1. ~:'3 f:; n ::3~:::; :.::.:.; f.:} :::{. ~:.:; I;::; II :] ~5 IU t:.; .' l I::~~::.; (:.:;.: :s :::3 :e:::~i ./ ,"',\ I:::) 1::1. (;:; f.::: :: ~::::: !.:::i :."'.1 ;;::i ..... "::~i ..u. :;;:: ~:.7.~ f::; :.::: u !;.::; :.:5 : ::~i 1 () ..... ~:3 ::':J f; ~3 Sf fS ~~:.; F' L. C) I,\J F;;: {.:) 'f E: !..,iE:: (.~i I) L.. tJ ~::) ;.::; t::5:: :::I.:t .....i !:::- "'Uz ..::: 31 '''..1 ...:'1 :::I.!: :I. '7' 1::1.;: ::;:: () ():I () i. () :: !::::i u . :::::: ~::.i () IS ::.~.; :;~: ():: :.=.:) f,=} () IS ()E:~ Ivi I r\l (] I~~~ J 1....: II".. tU." 1.... :...J ~::) ~:::: () t: ()() () :: ()() ();: () () () l& () () () :: ()() () :: () () .... ...... :.... =,j II t...! 5.) () It () () () II ()() () n ()() F: LJ r'll t:::: I..i E: (::~11) () I: ()() (::) t: (::) i:::) ():s ()() () u ()() .... ...... .... t.) r. t.) l} () I: () () ():t () () () n ()() () I: (J() () II () () f~,,/i ~ i t'~ 11 ,,1., l L. 11\1 E: \.iE:L.C)C: I .r....( t7;:: '7 1::1. :3 n :::5 1. t:::. ,..... I:::' I ; I a -....- u . .... ....... ~:.:i II () ~:,) :t &I <:::-. E5 :t ;: '7 i:~ :t 11 7' ~:3 j, sa ale' i::~ :.:i II ~3 1::1. 'l13 ():t !i! 1'''1 t.... :t () () () 7' II (:::~ ,::{. I:::' .J ....: .....!:: .1. .:::. :t ::;:~ u ;::1. :::1. :I. ::;:: n ,::f. :::1. :t n [5 :I. :t I: i:::::l. :I. II f:~ :t :t l: E~ :i. 1:::.1 It ~3:3 :f. ~::S It :::1, ::;:~ (] F' . 1< E: ;\i 'r LJ C: 1< "'y' I:::' I F't::: f\f E:'r ~~J {] l:~: t< (::}! I\i !~:~ L. \{ ~:3 I E~ F: F~: CJ 131:;~~ li I""J -... :t ':1 E: 4. \../ E~ I:;:~ !::) I (] l'''~ :* ::1:: ::1:: 1:;=: J:::: ~::~ l.Jl... 'r E; 'r C) [} tJ"r ;:::' tJ "r F' I 1.... E: '" I i\i F8 LJ 'r J.) !::~f T'l~'l F' I L" E: i\1 l:":rIV! E: F' (JI:;=: "r imt I ~:) ~::) I ivI LJ L.l:i!'r I (J i"J ::::: C) 1..J ''1'' F' LJ 'T' I) l:ri 'f t:.! F' I L. E: '\1 i~\ I.....' E: F' [) j:;':'1"I...1 I E; ~3 Ilvl tJ L.l''rf'r I [) t\1 :: NUMBER OF PIPES = 14 NUMBER OF JUNCTION NODES = 13 FLOW UNITS = GALLONS I MINUTE PRESSURE UNITS = PSI :* :* ::{:: ::1:: ~::) tJ l"'llvl i\:~) i~;~ \{ CJ F' I 1\1 F' LJ 'T' [) l~'i 'T' t:\ ::(:: *: ::1:: PIPE NODE NODE LENGTH 1\1 (] u :1:1: :t :1* ~;:: ( F"f n ) ...... .;::. ' :.....s ..:~J I::{. :.:.:.:i i::.::; nill\' ~ .~ i:::~ '::~i :1. () :I. :t :I. ::;:~ 1 :::.: :I. ,::1. .t :t () 1 :I. :1. ::;~ :t ::3 ..J tJ 1\1 c:'r II 1\1 Ci if 'f .f. ......1 ..:::. :] ,::j. I.... :.:','J t:,} E:5 f. , .'..' :t () :I. 1 :t ::;~ 1 :] () 1 ::;~ ~:.:t} a::}. t..... :.::'t (:,:,:, .,..,l f~:: '::j to' ,lilt. .1 i..) 1 :t 1 ()() 1: () . t .s::. .:::; l::~i () n () )) I i:'~~V~ :: I-I {.~~i ...- c: ( 1]\1 n) \../f~ 1.... LJ E: ::;:~ =::~ 3:. ;:::) :t :l-(:)u (::) 1 ::;:: n () :t 1 () n () :t :l (j u i) :L :1. () u () :I. 1 ():: () 1 :I. ()n () :t. ~;:: it () :I. :t () ~ () ll();a() :t ::;:~ ;; (j :t :t () :: () :1. :;;:: n (::) :1. :t (:, a: <::) :t :~:: ~ a:) :l :t () :: () ::;:: a::I.;; () 1 1 () u () ::;:~ I::~ n . () l l () s; () ::;:: 4. n c) l 1 (j n () E:: L. E: I.V} t:! "r I (J 1\1 11: () :I. ;; () ls;() :t :: (J :I. Ii () :t ;; (:: , 1 ;s () :t ;, () 1 It () :t u () l ;s () l;: () :f. ;, () jJ- 3~&, 1/,1/. 3 ~ I I" () II () SUM-M PUMP FGN () :: () FACT:: TYPE GRADE .... I,l-.... \...: -:t ~.oJ () tI () ():t () () I: () () IS () () as () ()u() ()n (J ()n () () . If () ();; () () 31 () ()u () i:::) n (::i ()u() {) n () ()n () () u () (j t: () ():I () () ;s (j ():s () () tt () (:: u () <::) :: (::) ();I () ::f:: :*: ::1:: ::J:: "I" 1",11:::: i:;:~ I::: t:> LJ L.. ~r ~::; F' {]F~: ~r 1..;1 I E> ~:3 I Ivi tJ L. i:~\"r I [:I ''''''1 F' (J L. L.C) ~...f:* :*: :4:: :*= :t 1 1 ::;:: :i. ~:.~; ~3 .~::: ~:::: ~.:.; . u . '::::i 1\1 C) II CJ F' "I" I:;:: I {:~ 1.... ~:::; ::::: ~:~; ..... l~ C: C: LJ I:;:: (-:.~ C: '..{ i:\ "r ''1'' /::! I I.....' 1::: I) ::::: n () () () :::1. f' I F)E:: f\i [] II ::;:: .0"-:; :::J. f:::: i:.~$ ..'V ..,l' ''': <::) :::~i :I. () }\I (] 1) 1::: :1:1: :J. :t () .l J. ":',1 .....' ,::1. ~:; t.::.: ..,if ;::5 !:::J :::1. ~:3 ~::~; {:3 It (::) ~:::; ::::: ;: () I:::; ~::} () n () ......,. .' 1 :;:~i :.:::i n. () ~:::: :;;:: ~::~ !.75 n () (:4 i:.; () u () ::5:! () ~:3El:] If () ::.:,i ':7'7 ;: () ~::; :t ~:3 I: () :I. :t '7 !.::.:i;3 () )) 1:::: ivl {:~ I"'~ 1) () If () ()~: () ()u () ~:~ () ();: c) ()n () ()n() ()u () ::-3 s:::) (::) (::l l: ::::) ~::j () () ,; () () II () 4.':~l()()' n () () :: () ()n () 1\1 (J )J E: :1:1: ::;:: :t :3~::5 () () u () () . r .1::. 1 r::j. "7 E~ ft ():t :t ;:1. ':;.:.' [:i;1 () l .,:.J :::1. :.:,:i 1,::1. ./. E: s: ():L f.; '7 ;:3 u () :t i::.) t.:; ':7 E: I' () 1 '~.... J , i:.::., '7 fj ,;' () :t ("'f c:;; Es ':7[$ II () 1 l::j .....::;:~ '~:.::: '::;:: :i. n .I:::.i '::i :t () .....:::3 :f. ::;:: :I. I; ':;pJ F' L. C) t!\j I.... ,A "I" I.... r':. I.....! i I:::. I...j E: (..\ !"J L" (] t:~ ~:3 (-:5 n s::~ :t :::1. :; 8:;1 ::;:~ :5 :; t:5 () :;:;j 2: ::::l!:.:~) () . I; () :1. () II 1 ::;:~ () I; ~::~ () ():: :::1. },::~ ();; :;;1 I:::,i () 'I :t 1::1. 1\'" I 1\1 [] !:;.: 1.... Cl ~:::; ~::) () I:. ()f.) ():: ()() 1'..... ...... ,......... t.,.: n 11,.'-: Z..} () 1I () () c) s: ()(J () Sf () () () u {)() () u ()() () I; ()<) I:::} 1;:::::= (::>- j=: LJ ivl F' L_ :r 1\1 E:: 1...1 E: t'l: j) t../ 1::::1.... elC: I'T'\l ().s: (H) t.::,: ss '7 ,::1. () SI () () ;::1. 1I ll::~ t::; u () :::j. () II () () () n ()() f.::;;: () 1::1. () ;: () () ::;:: t: ~.:;.. .;, () n ()() ...., ..':-- "':.' .~::.;: .l ,l () i; ()() . r o' ,,- ,':u u l l' () ;: () () () 1St) () l tI t ::j ::~: () II () () ',,,1 L. 1 ()()() 7' :: f.:.) 1::1. 7' IS :I. :;;:: :t 7' ;; ~:3 :t 1 .::.:~ II ~:";:f. :::i. IS () ;:~ :::f. II () :::j I::} II () ':~ :t u 1:::.1 l::5 :L (:; tl :::1. ~.::.:.i ::;:~ Ej n z::I. f::.: I 'f \' C) F' 1< E:: j\i T' LJ C: i< 'yl F' I j:::: E: 1\1 E:'f i/~J [] f:;': t< i!::i i\18~::j L.\l ~:3 I ~:::; F: I:;~~ [) 131~:: l:'~llvf ..... :1. e::~i t:~ :::i. ~"/ r::: i:;;: E; I [) 1\.1 ::1:: ::}:: ::1:: J:;:~ E~ E> tJ t.. "I" ~::; 'r C) (] LJ 'T'F' tJ'r F' I L. E: I 1\1 Fa LJ 'r :0 (f.:,! ''I'' l::r F' I L,I::~ J\i f~ii ivl E:: F' ClI:;:~ ''1'' ,...{ I ~::) E; I Ivl t.,J L. {.:';, "I" I (] i\i ::::: h u. rfi .::\ n .:::"t C) tJ 'r F' tJ ''1'' :0 i:~! 'r i::}! F' I 1._ ;:::1\1/::1 1\111:::: F- (] 1:;=: '1' l.i I ~:3 t3 I ivll.J L.i:;! ''1'' I Cll\1 ::::: h () Lt t :i. NUMBER OF PIPES =14 NUMBER OF JUNCTION NODES = 13 FLOW UNITS = GALLONS I MINUTE PRESSURE UNITS = PSI **** SUMMARY OF INPUT DATA *** :1* ::;:: ( F"r n ) I) I l:-:ilvl ul"'1 t.\! ..... C: ( I 1\1,1) t..) l:i t.. (J E~ :I. PIPE NODE NODE LENGTH :t :1. l () ()r. () ::;:~ ,::1':1 () t :t (j u () j\1 [] II . I .:::. ...::~ .....~ .,1 :"1' t:::: ::::1 $":'- i f.:5 '::~{ 1 () :f. l l :;;:: :t ~::~ 1:::1. :1:): :i. () ........ .1..0 /"\ ..:.'; :::1. ~:5 :.. t:: ~::~ CI ..... :I. () :I. :t .1 .11..... .I. .I:~ :1. ~::.: J' tJ I\i C: "r. n 1\1 (] 1: :l ::;:: ..::1 ;::1, ::.7; fJ ".:.. , ~;:5 I:::J .l. t.} :t :t :1. :~:: :1. ~:~: .1 J. ,/ ::;:: t.:.:; ;::~ (::lli . .. (:::! 1 :;;:: UI {) :t 1 () It () ()JI () ~::) tJlvl..... tli r:: lJ iv! FI ()u() F' f!si c:'r I: (::l n (::) () r; () ()u () () n () ()u () () il () () #I () () :; () ():; () () II () () IS () ():: () ():: () ''1'' \( Ft I:~ ()u () i) It () () :: () ............. t...: gs\..} ():: () ()n() (:~):I (::) (j I: () (1 .,,~ .... u t... () II () ()u() () I: () ():i () :;f: ::1:: ::1:: :*: I' ~..j 1::: i:~: E: ~::) tJ L. ''I'' ~::) F' () I:;=~ 'f ""1 I E; ~:J I .jvIlJ L,l'j!'r I [j 1\1 F' (] L. L. CJ JbJ :*: :;f:: :*: ::I:~ ~:::; ~::1 ~::: ~:.:.:; u -(::) ~::~:; () :l :t () I: () ~::5 u · () :i :I. () u () :::1, :] ~::~ ~:~ II () !::,:; ~::111 () E:,:() :i.l()::() E:~u () :t l () It () t,::1 ~:.::: () II () l :t I:;' ::.:,:; II () ~::5t: () :t :t (; It (; :I. ::;:: n () :I. :I. () II () i::~ ::;:~ i::~ ~~.::; Ii (::) I::~i t,::., () I: () :I. () ~5 II .() 1. :I. ~:3 ~3 ~:3 u () :t~;:: :.:.:.) '77' n () :l ::::.: ~:.:; 1 :] u () :t :I. "7 =.:,) n () 1:2: II () :t :I. () It () :I. ::;:::1 () :I. :I. () It () l::;::u () 11();: () ~;:: :::f." () 1 1 () IS () ::~: ,::1" II () :t :l () :: () ::;~ 4.:: () :t :t () n () I) E: jv! i(.\i\~ I) E: L. E: \i l:'ti 'r I Cl 1\1 () :t () :t II () (::j .:; i:::) :t :: () C):I () :t n () Ej()() n () 'f .... III.. n t..J () II () ()n() :I. II () :l l: () () :: () :t I: () :i. u () :::::; () () () II () i:3 (::) (:) u ::::) :t It () () II () 1. n () 4. '::;i () ():I () :t I: () (j II () () n () :t :: () .J" ...... .1. II :..": NOn OF TRIALS = 4 ACCURACY ATTAINED = 0 Fl IF' E:: 1\1 (J II :;;:~ ...~-:'1 '0....' :::1. l:::' ....1 t::} ...~... ~::~ '::,:i 1Q 1\1 C) :0 E: :1=1: 1 .1 J. 1\1 (] I) E: F' L.. C} ~".J ,:;=: l~E 'r E: f'''1 E:t:a j) :1:1: ::;:: 1.... [) E; ~:3 ~:3 Ct ,::1. :t () '::~i ~::5 () () r. () () :I. :l. .....t .:::. l () :::.5 E:5 It t:::J ~::~ ::;:: If f::.:~.J :~;:~ ,.0"."... ..:.:: :t () ~::5 ~::; :: I:~t ~::) :t () ~::,) ~3 l: '::;t ~:; .,..... ......... .......... "..0: .... u; :2 .ttHe .'1 ':;1 It ~3 ~::.:.i . ..! "'llo...:a :::1. :5 ::;:::o:.:;f:3::t::~i ~::~ ();t()l :::1, ::.:=; ::;:~- ~::~; ~:::' '$: t:~~ :::3 () U :..... \..1 i:'.:; ::;:~ ~:.:.=;~] II '::;1 ~::; () u ~::~. () M:~:.. ~::j ~;:: ~iEl:t :::~ ~;:: () I: () ~:5 ,."'.: ' a::::~ '::, II"() '7 :l I: ~::1 :::J. ':::, 1Q "...3SI.;;L.l.......0.Z C)'.. t f~~ Iv! I 1\1 [) i:;:~ L. CJ ~::} ~::~ () n ()() () U ()() () It ()f) () U ()() ();: ()() ():: (; () i::) n (::)(:) () U ()() ():: ()() ().. ()() 1:::: tJ Ivi 1:::: '."1 E: f'). )J () n ()() () II ()() () II ()() () n ()() ():: ()(} () I: ()() () Ie ()() () II ()() () n ()() ()... ()() -*hhu"J(~n,lL 12-1/-t' /1:2CJ~ F' [i 1\1 t.. I [\1 t::: I\/E:L.C)C: I 'r\~ 1}~ ~------..~ ~1..,' f:::l .:;-. (:.:.: ) I ...- .....~....N ~ :I. :1 i:::l ~:.::; :1. =: f:.l :.:.:,:,i .... ..".,,- ......... i.,) I: .l ..::; ~""~l w. . / n l ~::$ \ :t C).. C) 1::1. I 1...1 L.. :I. ()()() '7 u i:,::,":1' ~:::: II E: 1:1' ::;~}' If f:., Ej :;;::'7 :: t:.:l Ei ::;:~ :: () 1::1. ::;~ II () :::1. ::;:: II () :::j. ():: ::;:: E~ ::;:: ::;:: u ~:.:.; f.; ~:~; ~}5 .. :~~! ~3 KENTUCKY PIPE NETWORK ANALYSIS PROGRAM - 1984 VERSION *** I:;;~ E: ~::) lJ 1.... 'r ;:::) . 'T'Cl C) tJ 'r F:~ LJ "T' F' I L. i:~ I !\i F: LJ "T' )) l=i'r l:) F' I 1.... E: 1\ll~i ivl E: F' C) I~;: 'r I...f I ~::) ~::; :r Ivl L1 L. r.::}1 'r I [} j\i ::::: h Lt rn ~t:\ fi -:::t c:n..rr Ft.rr 1) l~~ ''1'' t~i F' I LJ::: 1\1{.:'i 1\1 E: F' CH:;;~ "Y'I...I I ~3~:3 I IvH,J L.l:'~ 'r I CH\i ::::: t') Ll rfi .~3. 1"'1 .::f.. () Lt t: -11/ /?J:/S-~ 12-11- ria NUMBER OF PIPES = 14 ~\I tJ Ivi 1.3 E: I:~;~ (J F' ..J lJ f\J c:"r I (] 1\1 1\1 C) )) E:: ~::) ::::: 1. ::::; FLOW UNITS = GALLONS I MINUTE PRESSURE UNITS = PSI **** SUMMARY OF INPUT DATA *** PIPE NODE NODE LENGTH 1\( CJ n :1:1: :I. :f:l: :;;:~ ( F"r n ) 1 :t :I. () () 11 () I) I I~! IVI 111...1 i,..-J ..... c: ::;:: 1::1. ~:::,i f:,; ....:.. tn.li:, t:::J :f. () .. .t ,t J. ., ....! J. ,I::. ., ...... .i. (0.::) :t 1::1. :l. () ..... .t:lJ, ~:.:.}. ,I ::+ t.... ::::.1 ~:.J (.:~ t::~f :I. () 11 :I. ::;:~ -I .....t .f. ..::1 ..J tJ 1\1 C: ''I'' it 1\1 CJ 1$ :I. ::;:: .......: ...71 :::1. ....) (::.:} .:.;~. t:~ ~:) 1 () :!. 1 "jo":r 'E, .1:.. :1. ::::; :J. ::;:: t::II:::J () n () ( I 1\1:1) t.) l:~! L_ tJ E:: ::;:~ :::1. Sf . () :1. :i. () a: () :t ::;:~ u (> l 1 () n () 1::1. :::::: ~:::; E~ II () E:n () 1 1()11 () -:"'t. .0:.:: ::::: ~:::i ~5 II () I:::' ......': :':.3 u () ?::$ Ie () t :t ():: () oak ,I1L6! tfU)llA'/9,;?/I~t.J. T 1I'A?vl /J1/AA.?ir1 ~ () :: () ~::) tJ Iv! ...M Iv! 1=:' tJ i.....' Ft () II () F' (J 1\1 F'l:~i c::'r :I 'r ....l F' E: () II () (::) ;= (::j () I: () () n () i) I: () ()u () () II () () u () ()u() () :: () () IS () () it () () II .() () It () () n () (', {'j '0.0 :: .... () t: () () II (; (:::1 $I ;:::J f:):: ::::) (J I: () () :t () (j:: () () II () () n () ()n () ::~:: ::}:: ::1:: ::j:: ''I'' j"'1 E:: F~~ E:: ~:::) tJ L..'r f:3F" C) I:;;: "1" I...J I ~::) ~:3 I ivl LJ L, (.:~ 'r I (]!"....I F' [J L, L, en.....,! ::1:: ::1::::1:: ::1:: ~::~ n () :t :t () :: () f~I:() ll()u() 1;." t::1 ~::; () u () .:;~:.. 1::) ~::.:; :: () Ej t: () :t :t () u () :I. ::;:: II () :t :I. () u () NOn OF TRIALS = 4 - ACCURACY ATTAINED = 0 F: I F:t [:: I\i C) :~ :...., ..::; 1::1. ~::s 1:,::1 ..".~.. :::::: J::~i :1. () j\i [) )) E: :1:1: 1 ,I ,l ; j ':::: ~;:: i::j ~:5:1 (::j :t () :I. :t ~.::; n () :I. :~:: u () :t :t () II () 1::;1 !~:.:I () Il () 1 ::;:: u () 1. :t (j It () :t :~:: I: () 1 :t () ~ () ~:::: ;:::5 '~~.;:a (:::a '1 J. :I. 7" !.:.::; u () ::;:: s::i, II () :I. :i. () u () :I. :;~~ ~::5 '7 '7 u () ::;:~ :::1, l' () :t :1. I:) u () :t::'::~ ~:.:: :1. ~::::: (::> :~:~ :::1. St (j :t :t () It () 1.) E: IVI (!''ra t....1 I) E: L.. E:: t.) l~! 'r I (] i\i ()u c= .1 :"'1 ,f. II ".,' () II () :I. :: () (:i I: () l::() ~::j () () I: () :t I: () ()n () () II () 1.n() :1.:: i:::j () II () :1. It () ~:3 () () () II () f.::~ () () n () :t :1 () :tn() () u f) 1 11 () :::1. "::j () () n () :t II c) ():I () In i) () I: () :t :1 () NI C) I) E: F' L.. (] llJ :1:1: ::;:: F:;: l~l 'r 1:::: () I::~ ~:) () () :1 () () :t .! J, ::;:: 1 () =:5 E~ II :::;1:3 ....: .1... 1"'1 ". ...... :I. ():::5[~ 11 I::~i ~:-:; :f. () !:5 ~::~;t I:) ~::} ::~~ ~:5~:3 Il'::j ~:.:; ::;:~ !.::S ~:j:l :::~ ~:3 ....\ ..::1 0::1, ~:::; 1:.::.1 ;::1, =:5 f:.; ....'" .... ::;::~.:5 ~::: n:::;1 '~:.:.:; ....y " ;"', <:) 1::;! ::;:: ~:5 E~;a 1::~1 ~:3 i""l (:::1 ..- ::;:~ '7 1::1. l t: ()"7 =::;i ..... ~::} !.:.:; 4~ :i. II () '7 1 () I-I E:: f~'ii }) L. [1 ~::; E) E~ If 1::1. :i ::;~ I: . t:; =:5 1:~i~: :~:~ .::.:~. ':;1 It ~:-::: =:5 ();;()l () 11 () f.: () I: :::;, () () It () [~ :t :a ::3 :::j. ()u lE~ !vl I 1\1 (] f;~: L. [1 f:) E) (j II (H) () II () () (::) t;=::::a s:::) () n ()() () :: ()() ():I ()() () IS C:(j () 11 (H) () 11 ()() () :: () () Fl tJ Iv! F' t.. I i\i E~ 1....1 L, 1...1 E: (:':~~ i) \lE:L.,ClC: I.r....t l ()()() (l" ()() () II () () () II () () (::} tt '7 1::1. '7 II f:} 1::1. ~::; It () () ~:3 II i::~ ,::1. (:1 n '7 f:.: ::;~ '7 n (:.:) E$ () 11 () () t::i II 7' (:::1 1 II {:,::; ~:5 :;;::'7 II f:; E:j () It () () :;;:: 11 () 1::1. :;;:: IS () 1::1. () II () () () II ()() () II ()() (>:: () () () II ()() :I. c: t::i ~.::; :I. tl 5:,::,1 ~:j ():s '7 ~::; ::;:: ;: () :::1. () 11 :;;~ E~ "'7''':'' r": flu ..... =:::a ::;:~ :;;:~ II ~::; t:.l :r. () l: () 4. ~::} :.:,i:: f::~ ~::; .1 1 .: 1 .,... Ej l::i ::;:: :3 ::~ID i:::; . I I"'J /""j .0....11.. .f- ".. It. " () ()(j .t .1:0.. .t .t4l0. WI :; :::.1- ...~.Q) t....: :t .0.... 0.._ u 1 ., .fI..... .1 ::::; no_ ~::j :::1::;:::::::; III -! i"'~ 1 ~~; () ()() () ()() f).o...; .I. .~::: .t u ;~r \::> .1:.01:' <~ ;; .. 1 1::1. .f ...... :1. ..... f.] '::1 ::;:: ~:':1 I::j. :::::; l .f t::~; () ()() () ()t) J. ~::.; n u J. n u .J tJ!\1 c:'r I CJ 1\.1 1\1 [) :1 E: L.. E:~./ t:,: 'r I {J I.....~ :0 I:::: 1'ltll:~I\1 I) (F'T'J: ::: :t :t II () () 1: () ,..01: 'J ('; .1. n '..- ;:s ()() WI () :.." .....:. :t ;: a:::) () 11 () .., I"f' !:::' ...d.; :t ,: () E:()() u () :I. :: () () 18 () () II () :::.'1 :f. u () OU'/ i'o- 1 n (j :t u () ~::.:; () ().:; () ::::1 () () () ~: . () Ej()() II () ~:::: :::~ 'I .... 0" :: f.....: :L () :i. II () ()n () :tl 'f '''': 1::1. :::1 () () :: . () ., ..... .1. .:::: :I. II () () I: () :I. ~::.i :I. :1 () (:):: (::) THE NET SYSTEM DEMAND - 10500 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) Ft :r F'E: I\IC) n :t F' L. (] t~,j 1 () :.:::; () () 1: () () 1:::1 j:;~: E:: ~:J f:3 tJ I:':~ E: (: I::: ~::) -:[ ::i .....' .....,. ...... .0.' ...~:; _ Sf - ..::. .~;: (::J - It _ i:::i ~.. ....11 _ - .t t~::# ..::;! ;: ~:'i. 1:.71 i:3:; () t:.:: [of; II () t::: ~:j:; () 1;,:,:1 'i:l n::~i ~.::~: ~::~ -:1 - (:::; .J'U' _ t"": ....Il :.',70: 3:::>;: ~,::. i:,71 i::~:r ::;:: .::':': f:j :: (:) '7 1 :; ':-;-. ...:; .....~ - '41''':-_ l 0::'" at l jvl I 1\1 I i""l tJ Iv; ~::) iV; i!.~) X I Ivl tJ ivl ~:i SUMMARY OF MINIMUM AND MAXIMUM VELOCIT ;::3 () II ':::.1 1 l :1 :::1. ::::; 1 I:::: :t z: :1.::;3 :I. :1. t:, II l::f. ::::: . ..l ....1 :4 .. :::i. () ... .::1. l:.:; -:3 ::::~~:j ~vi I 1\1 I !Vi LJ I.....' ~3 iv~ l':) X I IvllJ Iv, t::; ~::) tJ Iv! l'~'i [::':1 i? \l C) F' Ivi I 1\1 I iv, tJ Ivl l\ I"'~ I) Ivi i::) X I IvllJ Ivl t..1 t../ :t () () (:= ::-::: () u ~:::; ::;:: .f. () :t ], u ::;~ oj. !:5 () .l." ~:::: :[ .J 1 .r ' I .! u J. .I. :1 ,I::. ,f, ..... I:::.. }...: .f #::~ ::1 (:::.1 ~3 .f. " ,.:.. '1: .t II SUMMARY OF MINIMUM" AND MAXIMUM PRESSURES MINIMUMS MAXIMUMS ..../ r.:~ I::~() 1 ..':-. r", :I. l ....r n :~ "::111 -:s: : , ;.....: i:.:,:f .:.i.. ~::~I f:::. :I- ....., ..n.. ..... :to. ""'a- U ..:.J r. t::. (.::~ l" I:::J f.::1 .~ ::::~ .. .: t::: .' I: .i. .t :1 .l' ::i:: ::j:: ::1:: ::~:: ::i:: ::!:: ::~:: E:: ~\i X) (] F' 'r ''''1 I ~::) E; 11'\1'1 tJ L..l:~! 'r I C) 1\1 .:* ::1:: ::j:: :*: ::1:: ::i:: :*: (::: i: \\ ]: r::: E::: ::'::) ::~. I i...i \l }) F:~ {:~ tJ L. I C: Ci t=~~ l\ )) t:::: :i. f:.ll::~:: :::~i :I. f:.:; ::1' :; ~::; 1 f::; 1. :: :L 1. ~=:5'7 :1 1:::J :l~:.:S'7 UI:::.1 1 ~:::;../ :: ~::~ :t !.:.:; '::.'1 :: '7' :t ~5'7 :: E:; :I. . ~:.:5 Es ':: ::::.i :[ ~:>>::;. f:5. ;~ ::::; :t (:.:.:; ::;~ . u i:.:;.: .t ~.. ",". .... .I. t:; t':.I:: t:; 1 f:.: ~~3:: ../ !:,:.:} II ~::; :::::; / !:.::: II ::::: :::.:l ,. t:.:, n ~::.}..~~: i:.:.; u ~::5 1 lU t.'~.: .! r:) u I:::; .1. f~.l w: [~l .l .' :L .1 l .' ..... ;:] ~:.:; ::1 ;;:f. :::~~ ~::=j ~(,I." :I. () ()() () ;1 (:::1 (::) .t .t ..,.... ;s -.#::1 .. ....J n '1 '!...lJo 1 .. ,.= ,! -""'i ..~. E:; ~:.~ '::;f ;::1. 3' : :.h .1. ':::J () () ()() () ()~) J. ,."D; .i. ..:.) II :::.- -n,; :r II II 1 1:+ :L ~:.:.; 'i ..... E: ~::; l::~i :::1. 1"'1 r..::' :t () f,,;; () ()() () ()() "i. II :;; ....1 .. II It ..J tJ i\i c::'r I C) {\.I E:: L. E: \) /:1 T' I {:JI\~ :0 E: 1'....i (.:, 1\1 I) PRESSURE HYDRAULIC 13 !:;:~ /.}; I) E: }\J Cl l: (F"T';s ) 1 :I. II () () II () ::;:: 1 II () () II () .......i III () (::) .~: 5::) l::~ 1 u () E:~()().n () ~::5 :t II () ()'Il () I" t:.:: :1. a: () ()u() :i. u () () II () i""i <::; ., '.... 1 u t...: 1,1 () :] () ()() n () E~()(j n () :::~~ :t () 11 l'l () ()u () :l II () ;::~ '::j () () u () 1 ::;:~ () II () :lu() :I. ~::: :t I: () () u'.(:: THE NET SYSTEM DEMAND - 9500 SUMMARY OF INFLOWS(+) AND OUTFLOWS(~) FI I F' E: 1\1 [Ill F- 1.... (] t/..] :i. '::) ~~5 () () 11 () () ( '1:::: f:3 I ) '7' ~:'3 II :::~i ":=.1- .".:_, ..0,"..:._ l. .~:u.:t / ':7 1 fI ::;:: ..... llrlllli! .":1 t:7; ::.' s; .... r:::; :::1 u -.:~:~ f.::': !::~ II .)'. (:.; '::j :1 I::': f:: I::~i n ~:5 f.:::l:~:: '7' i:::.1 I:::J n ./ '7:t II :l ~:;:.. ::;:~ u f.:J u7 ~.....;.. !:::; ivl I 1\1 I Ivll.J t'll ~:) }.....,l~!:;< I Ivl LJ 1'''1 ~:3 SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES ::::; 1 ::;:~ :5 :l I" / 1::1. II r.7} II .....~ .. .0,,3: :t :::"::: .r ~:::.i :::~i !::; ,11::. "'0..1 II .f. :.014 :: ...': .'1 ~:3 () l .. J:::' :~:.::; i:3 ::1 I,,!. n ;.io II ~""1 I I\f I f.....f l.J I.....) :':::; !.....Il:,! X I {Vi tJ j.....r E:; ~::) tJ Ivllvl f:'::ll:;:~ \l fJ F' Iv! I j\.~ It~i LJ t"i ~.~ i\i j)I....1l~xIlvnJI..11 tuft..../:t i) () (:1 I:::' () t ::~ ::::; ,::~. .: () .1 i"Hi ....o} 11 J. u .t f::., t....: 3:""" .ru., :t () lu.....' i:::: l::f. 19 ::~: ..::; (::) n ....... I::). :t l :i. i"'~ :u .t o' n I:::; 'f>u} n i:::i J~j. .,{.,,. i.....! I 1\1 I l'v'l LJI"/I ::~) Ivl c::\ X I 1.....1 LJ IvIE> ~3 LJ j.....llvl {.~f I:;:~ ....(. (J F' !vl I 1\1 I {VI LJ Ivl l:ii I\.} I) Ivl i~:'. X I 1\'" tJ (vf F: i:~: E:: E3 ~::) tJ F=: E: ~:3 i'''~ C) ., 1. -::.:.. :::;:~ ::~I :;;:: f:., J::~i:; :.::.:;:] t.::: 13:; 1::.7; ,::j. .=. ....,. J. ..::; .:~:J' :::~ ;; :::1. {::.: ~:::.! "..... .J._ '7 ::;:: ;; i;::; ~::5 i:.:~~ I;;:;t t.::~ -:-;: c:~; .\. 1< F! I F)E: E> > ******* END OF THIS SIMULATION******* .t "'V'': .... .1. ..i' J. n. !:.::t l t.::; ~::5 t& '7' :i. f.: ::5:: ~::; 1 E; :L :; 1:;1 :l [~l n I:i l f;:;; 1 n :::~i :t t.7i :t :: .:.~}. 1 r::; :l. = &::1. :t (:.:,=': 1 'I ::::5 l tE.::f. II E: :t E.: ~::5;; :t 1. f.:.:} ~:3:1 i::.:} :t '7 () I: ;.::.:; :.::5:: I:) ::.::; ;:::' I''': 1::-:' 0....1 I: . :::.= ~u} !j n 1:::.1 ~5 J:.::.I n ()~] f:':i II () ;::3 t:;1 It () ~:3 .1. .~::. " .""! ~ .. ...., 114 .J tJ l\i c:'r I C) 1\1 11 :t :;;:: .-~. ;::3 ::;:: {~:.:} ~:.:;:: 1::0) ~::.:j ~:::;:I :::1. 1 :1. u ;:::~~) :t ;i <::J :::7; I::f ~;: I:::: ~:::; f3 tJ I~;: E: ( f::l ~::) I ) "'':'- ,,:, r::= / .....'t n ..l .:~~. ::;:::t :::1& }' (J :: t:; J:;; ~:] n f::~ (::.:.: ~:3 u E5 (:.::: ~:::; u ':./ftO t:.:.: :::3 :; i::.:; t; ~J I: :::1. i::.:.: ~:3:1 f) l" rUf ..... r:.'1 C:i;; C:1 ~:.i~.:t ;;:~:: ...:.. ~...& '"i''' ... t:l':'" ~~ .! '7 ::3 ;; !.:.:) 'r ~'''I E: 1\1 E:: ''1'' ~::) \{ E) "I" E: Ivl )) E: !\..t f~11\i )) ..... 1::1 ~::s () () SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FI I r:>E: I\JC) n .~ .n:: ,$$0 "::"fI ..... ~::~ ::;:: (::.:= ::::: n fl !:.::; ..... E: :;;:: i:.:a:3;8 EJ :.::.; j . "s 1 ~::; l 1\1 Cl II ELEVATION DEMAND (F"T':: ) l :f. u () (j r. () ::;:~ :I. ;; () () If () :I. :1 () () u () .,II! o.t'l' :t ::' (:::! !:3 (::) ::::) ;:<::) ~:3 f:.=} 1 ;: () () I: () l:;() ()u() :1. II () () IS C) t::: :I: II () ~:::: () () () U () 1:::.1 :I. :: () ~3 () ():: Ci :t () :t u () () It iJ 1:1. :t I: () 1::j"::1 () ():: () :t It () ();: () .j ...., J. ,;::. 1 ~:~} .: r. .~~ .~. J. n ~.) i....i n t.) F' 1.... [] i/..J :t l::j !.:5 () ();; () () l:"i, 1\1 J.) MAXIMUM VELOCITIES SUMMARY OF MINIMUM I'~~i I 1\1 I 1'~"llJlvl E> j.....l i1~:! X I Ivl tJ tVI f) :f. :t / II () ], :I. tl '7' ~:3 ::;:~ :] II !:.::.i 1. (~.: n ./ I::} ::5 u ~:3 f::" E> tJ j"ll i'\,'lliiF;: 'y' C) F' jv~ I l\i I rll LJ ~vi if.\f\i 1) jvj l:':,;}( I tv" LJ Wi hi L.../ :l (J () () .1 J. .-:-.". ....} !.=:.:; u () :.::.:.i :t ,::1. E~ LJ Ivl ivl t) l~~~ \/ C) F' I'll I !\f I iv'tJ Ivf (~\ 1\1 I) Iv; i:~l X I Ivi tJ 1\-1 F: f:~: E: ~::~ E) I...J F:~ I::~ f:) Iv! I I\J I IV! tJ ['1f1 ~::) Ivt l~'f X I lvl tJ Ivl E~ *******END OF THIS SIMULATION ******* s..... .1 ~::; .1 .1 .'..., 1 ~:.:; :::10 :~~ =::.) .t t! .t .i. 0.... " ;:::: :t .: '1 .f J. t.... ::i. ~.::! u C:l .l .f. .i. I .. C .Jr.. ......u a:::. .1 ....'. I::;. :t . : I::). .::1. .e:.. ....J s: .i. .,:... oil,:.. .. IvI I 1\1 I. iVf LJ IvI ~:) Ivi t1! '){ . I f/l tJ IVi ~:3 Ci t.:.:} [:5 ~::} (:; .; .."':' "'....: I~j ::;:: ;1 .t i~ . .0::1. sa !:.::J f3 ~::.:; I:::J ., :::::: ...:.........~ s:~. ;:::~ I :: .I. .l. ~::.s n =::~l 1:'::: ~::~ u f::1 :1. :t 02... loa. :::: 'I t;~3 c: ~ \. 1< FI I I:::: E: ~:) :> / () SI () (J () II ()() () n ()() ;...j "l [) i:~: {!....i lJ L.. r c: (::1 !:;;: f!':i [) E: :t '/ :t !II:.::.: :I. t.::.r ~::~:I :t :l f:.1 ~::.; :: I:~ 1. ~5 1::1 It :7 1 ~:.=5 I:) II ':.7 1. ~::,:.i ':::,i II (:; :t ~5 =:;i II :::.::; :t . ~:5 ~::5 I: E~ :I. ~:5 I:) I: :::; 1 ~:.:.:,; I::j II 14 :t f.;!:5 u ::::; 1 t.::; [~II .? :I. 7' () :: t.::; () &I () () !:::> 8: (::) (:) ();s ()() ::.::.; :J i:3 t.::.: :~:c:,:.; i: ~::: '::.:0:.: !:::- {u., In. ...J:I I:::; r::; ~:.:=; 11 %::;1 i:::s f:::' :"', ~"'. ...J II :::; I."" ~~:; II ':::J () :L .:=.. :I. .....s 1.::1. ..J tJ I.....i C: 'T' I [) 1\1 i\l [] :: 1 :t ., . : .!. .} .f. .... 1l~~'. c::~ t'~.: ....:r 0'" .. .t:::J !:~! or :0. : ....,:> II :t . I ..: .....s .t. ..::; :I. ..... [5 () ::;~ 1 .. 1:::1 I::? ().. 1:~1 E: ..... ~::) () :1::: :t :; '::~l'::~ E: L. E: ~-.i l"'~'r I C) '.....1 ( F"r n ) .1 .1. :I. u () I) E:: IVll:~$I\.f )::J :i. .. .? ~:5 () f 1 i ~ () n ()() ().. () () t,) ., (J () !:_:! c: ( :; ( :; ,.... II () () PRESSURE HYDRAULIC n () ():I () ()u() E:()()n () (::) :t", :::) () II () () u'.() ~:.:; () () () :; . () E5()() II () ()n () :::1, J::~ () () II () r:::JIl ,<:::i () If () <: F' ~3 I ) '.i4 1::= " J::: .l ...o.::t ..:- ....j. _1 :u': l' J. u <:::' f.:.: :::j $I ::~:: ,... ...... '.':.' r.':1 1:::1 II /' j:.~} i;.:.~ t: '7 f~1 f::: II '7 f:} t:.: II ~:':~ t.:: t,::; n 1 .... :.. :0' t::.: t':1 I; i:::,: t.':; C':.'.: II r::" '7 :t ;: ~:j :~:l ::;:::l .:iJ ''':1 .....1 I:::' ./ .0::" u .u.J THE NET SYSTEM DEMAND - 9500 SUMMARY OF INFLDWS(+) AND OUTFLOWS(-) F: I F' E: 1\1 [] ;f ::;:~ :I. 31 () SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES ":'.'1: \.".' l n ::) :::j. 1 II () I:::: -...,1 l::() f:::.1 :I. If () l;:() :t II () :t 1: () 1. :: () ...V il f::~ r::1 1. () :t l t ::;:: '1 I"'. o. ..~::.: :t ;: () :i. It () 1 II () F' 1.... Cl (,..j .1 j, $::~i :'::5 () () II () () ivi I j\i I 'vI tJ f"1 ;::::; E~ :I. u t ::~i :;;:: I:::' ::;:::: o;;J .:~:.. ::;:: :4 n :t 'J ~::) tJ Ivll"ll f:~'i I~:~ \{ [) F' ivl I 1\1 I I'~"! tJ Ivl 1\'1 I f\~ I Ivl LJ Ivl ~:3 ~:3 :t u t.:,) [5 :.:.:i :::1. s: () '::~ till i{.\:X: I lvj LJ Ivl f::) .! '1 .I, J. ~::: II [5 f:,:; ivl t~ X I ivf LJ Iv[ ~:::; "v'l f:' X I i'v'l 1...11\"1 1>>,1 1.... /... :t () () i.) SUMMARY OF MINIMUM AND MAXIMUM PRESSURES ~.:'1 :::1. II () ':::.1 :t E.;: '7 .::1, ******* END OF THIS SIMULATION ******* lvi I I\~ I !Vl t.J Ivl ~::) :::;i (:; $l ~::) ::~i t~i 1\1 1) :I. :I. ::~: r~ u I::~ E.1 1. () :;;:~ $.:3 II s::i, f:l sq. :t .:;-' u ~::;:t Ivll:'X I ivf LJlvl~:) Cr f:., t,::.3 It ,I .....'3: :t U:Y ..:....t :::~f ::;:~ .5. -. 3...i ...... ... ....." If ':" ..... ~::} I::}. .t ....... ...v""........ T.::: l'.. 0..1' to::: i.'::.: n '.:to.t. .r.'~ ..,,'.~; If '..~i ...... 1::~J i:.::,a l:o::J ~::.:; t::l .1 . : '.,.Y..... "7 I::~ ;: .I. .;:: l .:t:_ :t c: ~i \. t< ~:::l I Ff E:: :::3 > Gi I:;;: til IJ i::~ :t .'7 :t :: t.:) 1. f,::1 t; . zt '7 :I. (:,::: ():: I::~l :t ~~.:; ~:::; n () :t :,:.i :.:~,i:: () :I. ~5 4, 13 I:;i :l ~.:5 :::f n 1 .. ........ ,.,. 10" I ~::) ~::1:: I:::; :1.' ~:::,; ,::~ u i;,:.:1 1 ::,::; :::~ I: '7 1 1::,:, ::5 I: f,:; :t f:.:; [~$I 1::.1 :t '7 () :: . i::; tl i:::.,: :::J :.::.:; l~ f:! I::;! :.::.:; it (::: 1:::.1 I:::' !:::* ,In: __...;:a 'eui :::.~ ~.:.:) u ::.::;: :::J :,::,:i u !:,::; '::;( .1 , 1 ,I .1 1 " : ..... ;::~ :;:1. :::1. . 'I i 1 .l ......., t=::' A J. .;::. .. "<II..} ., '\,u) I.,!. :I. "'....."t> ~~..~i::3 :::i.t::t~ .1 1 1::1 ::? .,,,.. ,,~ II.,. .:. ..o.:4...ft I: .. .. J. '::i. '1 . 1 .1 ..... ~~5 ;::1. .,1 :t () -::.>- :t ()'7 .~. .""..': J. :"j' n .. ...T tJ 1\1 C:'f I [Ii.....; 1\1 C) II r:::: 1.... E: ~vJ l~ 'r I [) 1\1 I)E: lvll:ii l\i I:) PRESSURE HYDRAULIC ( F'''r I: .) :l :t u () (::: () ::;:~ 1 u () <::) n (::) ~:::: ()u () :1. It () :i. II () t:~ () () u () 1::1. ~:.:j In() ()u () f::" 1 u () () II () "'..: .' ..... ..... tJ:I ~.) .t .... .t II t.) ~::~ 1 n () :::.3 () () () IS () E~()() I: () =::;i :tu() 1 () :t :t 1 ::;:: :I. ~:-:} ()n() :I. u () 1 u () 8::1. !::~ () () . II () :t II () :t n () (J II () () r: () 'T'I...II:::: 1\11:::: 'r ~::) ..../ ~::~ ''1'' E: I'll I) E: ivll~) I\{ :0 ..... I::~i ~.::.; () () SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FI I I:::t E:: 1\1 C) II F' 1.... J] t,.J :I. ':;i =5 () () n () () ( Fs~::) I ) .:iV :::: t: .J ::j 7' ::;:: I: i:~; {:::~ E:~:: ~::} f.7; I::}. II '7 f:.s I::~ Ie 7" (:.::1 t::I. n ':.7 f.::;:::~:I ~:.:5 t.:; 4. II ~5 t.:;; !.:~:i :: () 1:,:;=., ~:.:5 n :I. --, '7:t n :t .:;~. ::;~, u i:::.: .i:&' :::.::: n ~!~:~:5 Ivl I i\! :l:lvl LJ I"ll E) IVil., )::: I. ivf tJ 1.....1 E) ~:::; LJ (Vi Ivll:\ i:~: 'l C) F' .lvl I 1\1 I I'~'I LJ I'~I l:-; 1\1 I) fvf t~i X I IVj tJ jvi t.) I:~ L.. CJ C: I 'r I E: ~:3 r I () .:o~). ~::; '1 '1 1. () n () 1::1. ::::i n .i. .f. !.:,::; :i. f.:::':.::; '::1 .,....~ ..':-- i'.'~ II l~ n .... :::> .... :I. i:.7; t::.i 0': t::.. I:.:'; i.~().:} ;s :..!. II ,.J' 1"'" I 1\1 I Iv~ tJ Ivi ~:::; Ivll:-:i X I Ivll..J I'll ~::~ SUMMARY OF MINIMUM AND MAXIMUM HL/l000 ::::5 () ::;:: ~:3 .! :t ~3:.:::.i I: J:~!~:'3 It .1. ~,:5 . : () :::1. :I. () ~:?: =5 ,: !:~I ~:; .,::. It f:.: ::2 () ,::). ,::1. ...., ,."':.. J:.:; ~:::: II .s::. r~ 11 :t 'M).' r'''l :"': ...., '/' ,..::.1 u, ':::.- .:::. SUMMARY OF MINIMUM AND MAXIMUM PRESSURES Ivl 11\1 I. i.....' I...J iv!~::) Iv! J~\ X I Ivl tJ fVf f::) .i. ...j ::t ~:7; c .:1- f.:.:j ::;:: ...~. .e.a: ...:.... ..':._ ~..G .0: : .:ou::' r ~ ******* END OF THISSIMULATION******* C: :i \.I<F' I F'E::t:> :> () () () () n ()() () It ()() (::1 I:;;~ li j) E: 1 .? :l :: !:::.. l t.:.:: [j n :::~t t !.:,::; '::~ 11'7 :t ~:.:.:.i (:. n :::; :t ~::i ():: :3 1 ::.:5~):: ::;:: :I. .::1. ';j II :;i :I. 4. '::J u ~::5 1 ~:,:S :t ;: :t :r. :.:5:f. :: ~:.:~ :t 1:::.: :.::) n :t :t t,:;; E; :; f,~, 1 '7 () Ig~5 ....r ~7. '0..... ......,,"~ () a ()() e. '\ .. ",..a" "t:' ~.....,~i: s: ;'n.~ "u.f "..'" ....110.. ....." \...: 11 :01-...-111:& :....J ~:5 n ::) I::~ !.=.::.i If '::~f '::~ f.:.:,l II :I. 4. E,::: l'::~ i:.:;.: IS :t .::1. :I. ..... 1 :t .") ..... {::) :::i. I::f. -I i i ...- ...../lI~t :.::; :::1. () ()() (~q) ()() ... .t.oo .t :: II :t .. .: ,.....ot .I. ,""'.: ...! .::~ .!. "..,jI ....". J. t::.! ::;~ () {'o:l',,: ;..t ........ ...... J. -..:-.: .2~,Uo .ill "1',': un. (:::: CU!/lI .. II II .. :1 \...: ~...i '1 ,.....~.,. .1 .....v, .1 -.... ;::{ :::f. :::~ .' 1- .' :t ()';.:-' () () ....... () .!. .t" -".'lJt J. II : 3 :: n n ~uJ' -eel" oJ I..J j\J c:'r I CJ r\i E: L. E:: \/ lO:f 'f :r. (]J\i I) E:: Iv! {.:":: l\J [) PRESSURE HYDRAULIC ,'-. !.... ..... 'r'.. !.... i.:i r':. to': J.j f::. 1\1 C] II ( F"r n ) :f. :t II () :i. It () i.) II () () n () :1::: ~::.; .!t ..... .l It t..} () u' () :::10 }.:::: () () n () :t II () 1:::' :f. ;: () () n() I:.:.:} IIIt- .. .... 1 u !'o) () II () :t ;1 (:::1 ()u() I t <::i ::::1 :t n () :::3'(:~:i ::::) (::) ;; .. I:::) l:: () :t ti () :t u i.) :t II () Ej()():1 () () II' () 1 () :I. :I. l::!.':~j () () II () :I. ::;:~ :t~:.:; t:::J s: .. C::J 1. n () () ;: () THE NET SYSTEM DEMAND - 9500 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) PIPE NOn FLOW :I. J::~ ~.::S () () II () () ( ~:::: ~::i I ) t::j t:5 u ':i1 E)'7 It ~::5 fJ~] u :.::5 '7 J :::.1 n ,::f. '~7 2::1 II ':1' '7 '::~E u 1::1. '7 '::J r. :~:: ..:1 s::!. ....:' l'. <J.l:: .,:... '7 '::J II ~:3 '7 '::j II ':::J E3 ~.5 :t f~5 [~../ It :::1. ~::~ ~:j :: . ::~~ SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS MAXIMUMS ,....., <:::& () II '7 ~::; :t :1. 1 () II () :::1. ~.::.i :t u t.; ~:5 '::.1 ...... ......" ....... .'" "'..... 'U .~ I....: r::; :t I: (:1 ::.=.:.; t::; II '7 t::; :::1. jvl I 1\1 I Ivi tJ 1'.11 ~3 Iv!li! X I 1~"'1LJ ivH::) SUMMARY OF MINIMUM AND MAXIMUM HL/l000 !::5 () ....:: t....: .: ~:7; ~:::.; t::J~:~ U .;::. (:J .t J. &: :::.) ::;:: I: () :::1. 1 () ~:.:; !.=.:.:; I: '::1 ~::; ...... () .::1. 1::1. ::;:~ ':i' t::1 :::3 ;:.:'.' .:::. .. ;: SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS MAXIMUMS [} ':i~ f:~! ::;:: (:::s :t (:::a (::) f'::; f.:'.: n \ou': :'u~.,,: n .:;~. 7~ I::~ II ::;:: I::~ :1. ...:) t:~ :-~3 tl :t .... t.:.:.t: '7 ':::.1 1::1. :I. :;;:: s...: ...,:.- ,.... t " ".U:' ../ -.. ....J ******* END OF THIS SIMULATION ******* IE: Jl' j~~l k:i; Fe IF:: E: t:) > ::;:~ ()!5:: (:) ::;:: () :~:: n '::~ :t :::~I ~:3:1 .:.~). :t t:~:::f. lJ ::} :t ~::~ :::~ J: ::::: :t (::~ :::f~ u ~;:: :t ~:3 ~:3 u I:~I :I. E~ ~3 I: ~:3 :l [:::.::.:;;; :I. :1. ~::~ ~:.:;..:t ~:.::: :t ::::.i J::i I: 1 ~;:: () ::~~ I: f} ::2 (:: .::} II ~5 ~::.:;:: I::~! I::J :.:.::; 8: 1:;! I::J ~5 II I::~ '::J t:.:; II :t 1::1- f~ I: 1 1:,:1. i:.:;;:: :t :::1. .1 .1. ....... 1- .:::0 ,.., .1 ..:~",.J .1. !::f. .1 .i. l:::' :I. -.,.o,! I::.:, :t ./ :t $.::~ 'f .f. '::~i .1 J. :t () :i. :!. .j :t ,I. '1 ::;:: :i. .1. :I. ..",",': :i () () t""tU.'tt.., (::1 (::i I::::: () u.u ':;j 'I;:~I '::;1 2::~ () () () [~ () () () l.......t () ~?j () ()() ~::s () () () ;::1. ;::~ () () () () C: i: ....... 1< F' I ;::::1:::: !::~ :> :I. :::1. .# .t :~:: . : O<#"~flJ .'f r"i' ::5 t.:.:} """J' .' ... ~::5 t:::.! :I. () :I. :t 1.1:.. :t ~:~ () :t ::;:~ '''i .,,";} .1 1:+ ~:5 t'" .,.... .~ ...,... },:::; h i.J. l'fi .:::\ fi oi::i. ::;:~ :I. ~::.; () 1 l:~()() ....... .' .1... t:.:; I::~i () ~:7:: ""t .......: !:::. '''';} ..:."J '..J 1::1. I:::' ...n' t'e',) 1',::1 ':::, ....1 ....f '...1 ....11 ,:) (:.:.:1 ~::; () :i. I::~I :,:.:,:; ;::::; ;:::~ () () ":flUt 6.! ..- :.,,;:. :J. ::;:: ~:3 (U'. I::) :I. :t () ll() !"'J: <:::: :1. l () :t :t () :t 1. () () :t :I. () :t 1. () () () . : ....... () () () () () :::~ 285 1~ 110 0 0 60 12 110 0 0 a....t C' I ::~I 1 () :I. () :I. :t :] [5 ~::.; .1 "f .l. ,5, 1 ::;:: !5 ':.:.:r' '7 :t ::;:: _L ~ ..: :::3.:t ~:~ I:::: '.<1'0} ., . .... .I. ,c:.. lilt ....... J. .:::: :;;:~ :::1. :2 ,::1. 1:t() () :I. 1 () II () :l 1 () ...n.. \..,1 () ......, \..~: () ..... I I "Woe. () () .... t.} () () () () () :~:~ 1 $::~ (J () () ~~\~ . ..- III ..... ~... ..... ...*1 ~ ~ ' -" - ". .' ., -' - -,', -, - " , ~ I .,'. '. . --~ ... .........----- .."'.-. ,"..lr,'.. '""~ ..~ -- ~...........................Ir..._.,.., -- ~~#:. City of College Station POST 0F'FICE .OOX9H60 r tOr .. TEXAS ",VENUE C0U--EGE STAl2101'ol. TEXAS. 7'7&4(l-2499 :! September>:24, ".19.86 PiageSqU;!tn.e:rla;Jlfl Page 606. .We$>t:.........AventlE? P.o.. 'Box ".2004 Auseirl,'I'eJeQ.S 1B16<~. A'l'T: l-f'lr. J.llll Alv.i;s, P. E. Dear Mr. Alvis, RE: Medical Office13-uild,iIlg -On Site Waterlines I llave. reviewea theRlt3.teriCils submitted to my office by the genetal. C()flt~acit()r-l)()st;:erconstruction.co. .for the initial reV.i;~wfor- th~.pr9.3ectSlrior to bUilding Slermit.. .As with the hospital .prOject.Ci~dt:~~ical. to all projects .in College Station, YOU mustp:t'epareancl:Su.l:;)ffi;i t drCiwings. for publ ie infrastructure on 24x36 sheetsw i.thcovershee t and PIa t. . For this proj ec t you will need plan Profile. sheets and details for the fiewwaterline serving .thefire>hYdrants..and the sprinkler check valve assembly. As you have shown on YOur draWings, we will need a 20 ft. wide easementf0t:those items. The description of those easements toge ther w it:hasketch mus t he in mYn.ands ic time for incorporation in our uti.l lty easement form, returned to the owne~sforsig'nature and returned to my office prior to a Certificate of OccuPancy ontne structure. The waterlines and hYdrants mUst he, Completed and aCcepted hefore flammable materials may be stored On site Or incorporated in the bUilding. tot Our normal practice .is to> install approved drawings as a part of the buildinQ" permit presentation package. In an effort to aid this project We wi11dC'onsent to a variance froIT' that procedu.re. YOU mUst howeve.t, have the draw ings and speCifications completed and approvedprior to any work being started on the waterline. Please Coordinate the rev iew of these dra w inOt1 wi tn Mr. Hi 11 Ril ey of OUr Wa t.er and Sewer Departmen t. __ T ,j III C () n.c e r FI to'd d bo IJ t t h (- rJlj rTl h c' J 0 f f i J ( ! I')' dJ ,: :' ~ :. \f 0 i 1 are l' I ( )!.' (I ~ ; j f) <J r (Jl I ; : j o'. l !. j (c f . T; 1I IJ L -,. ( 1; . ::,.) .. (' .: I ( fl" (t t) " ; :, ~ ; : :, 'I;-;: C (XlE ;" 'J i.I L , . j ,f' J , : ::'. ; ,,' ,I' \: i" ..,. J , ;..\ ! t I, c ! .]( I' t. I t j t :: ; ::. ; "i : ; , : J c' 0 UJ /.'j J i . ~" , : 1:: j. d ] ." i I ; ,. (1'. ; I, .. ] I d :' I () I J (' .J d Gi : : \' 11 i i J lIj'dl..1;1 ill tJI,' i C'fl . ~:" of fll(, CJoubh ,'!'ic,ck va h.' ( d:'~;(,lIibJ ~. The' SamE-hYdraulic Consiclc)lCiLipns apply tu fJI(: d,,:,sivn of this systeln as did in the hospital system, 3000 gal. per minute delivery at I" I I ~, ~ .,,.,.. ~Jl '_."""- 1 -- .~"~ .. ,~ .,-.1:..~ _~_ .....,,~~- .~."'J~~~:"'_--:-_ ~ '~!I\' ,~ ~ff.~ .~ !'t~ ...' - ,;;:::::::~-~i'~';'~.' '-'- \ . ""~-'~~''':~~,",/~(~J.;.:;~''''~i.:>- ~~. ~~f~. 20PSlreS.i.duaJasarninillll.llll flow. r~headlossatfull flow e~e~ed~ 5ffeetJ?erl;OOOt~etofe\lUi~a~ent Pi.P~,design Staticheacde.l;eyoat-i.()l)i.n <QollegieStati()1l may becon,sideredat 522 reet above tt1ean . sealev~l. It I Can he . Of further assist-anc'e Plea*e call zny office. ..S. ". i............... n.. ....... c...... ...... ~..... 'r, ". .......... e. ....1. Y... .'. ......... ..'..... .................................. ....... .............................. ................... ......'.. .. / .................... ....................................................... ..... '....-/.... ..... <"7.. ..... .I...y.... '.. ............. .'. ( ...i...~<..~ ....... .....~.. :'...,.....<7.../..<< '.~. ~~......~. "C<<~/ David J. .Ptt ... .en,p.E. City Engineer cc: Coy Perry, BUi.l.ding Official BenniE! Luedke, Water & Sewe.1" SuPt. HarrYDaV'i$,Fire~arshal Jane Kee, ZOhingOfficial nJP: vw ,.. PAGE SOUTH,ERLAND PAGE November 20, 1986 ~lr. David J. Pullen, P. E. City Engineer City of College Station P.O. Box 9960 College Station, Texas 77840-2499 Re: Humana - Brazos Valley Medical Office Building On Site Waterline Plan - Profiles PSPNo.: 186397 Dear Mr. Pullen: Your letter of November 17, 1986 has 'been received and we are pleased jthat you have approved the building permit for the Medical Office Building. We are. disappointed, however, that you had to remind us of your September 24, 1986 letter and its requirements . Page Southerland Page has prepared the construction drawings described in . your letter and furnished these to Doster Construction Company for transmittal to you for review. Although Doster Construction Company had not furnished the drawings to you as of November 20, 1986, they.. have ass\lred us that they will do so immediately. After you have completed your review, please return the plans along with any comments to us. We will make appropriate revisions and submit final plans to you as soon as possible. Your continued cooperati.on and assistance is appreciated very much. Plea.se do not hesitate to call if you have any questions regarding this project. Sincerely, .~~. Alvis, P.E. JCA/bdg cc: Coy Perry, Building Official Bennie Luedke, Water & Sewer Superintendent Harry. Davis, Fire Marshal JaneR. Kee, Zoning Official Tom Berryhill, Doster Construction Superintendent Charlie Gator with letter of Nov. 17, 1986 ARCHITECTS ENGINEERS CONSULTANTS 606 WEST AVENUE POST OFFICE BOX 2004 AUSTIN TEXAS 78768 (512) 472-6721 TLX: 767138 PSP' 1 AUS ~b:~OF ~RANSMITTAb I DATE JOB NO. November 20198 S'13-N ATTENTION David Pullen Doster Construction Company, Inc. P.O, Box 1072, Franklin, Tn, 37065. (615) 377-3030 RE: Humana' BraZD V,all Medical Off,iceBuilding College Station, Texas TO City,OfCollege.. Station WE ARE SENDING YOU 0 Attached 0 Under'separate cover via O'Prints 0 Plans the following items: o Samples 0 Specifications o Shop Drawings o Copy of · letter o Change order o COPIES DATE NO. DE$CRIPTION 1 1 1 I 2 01 8 € ""7 P rog r e s s pri n t 0 f €-l th r u c~ 3 and s h e e ti! s 1 tl'1r u 6 whi c h are dome st io and f ire wate r line c1leta. i 1 s a nd prelim 'i:: !! ..!' .\ P r 0 ff Ie S . T hi's s.et is f 0 r inarv silitbrtl i t .t al t 0 the C i ty Of C 01 1 eqe S tation Wate il!11 iii, t r Depar]ttjmen . ill ! I ! THESE ARE TRANSMITTED as checked below: o For approval o For your use o As requested o Approved as submitted o Approved as noted o Returned for corrections o Resubmit o Submit o . Return copies for . approval copies for distribution corrected pr.i nts o For review and comment 0 o FOR BIDS DUE 19 o PRINTS RETURNED AFTER LOAN TO US REMARKS COpy TO I I I \ SIGN~~--' If enclosures are. not ,as noted. kindly notify us at once. ' ENGINEERING Case Number ;f~ -103 Location; /1)Pj)Ic:AL- {)rP/C& &t?c?LLJA/ /v1J/J/A)4A /,".", ,",'" ',;,-' _~: ,,"'-,,"_'f,"""""_"/"', ',--.._'-...._.' ",'t':,", ~.,'.:_"'~".,... .,._,..'''':._ .,"'." '.'~ ~7?J'L~/!7~ tis Request: \Jater: Sewe r: 0ti'6 . A~YP / ...~..' . ~cv~ 'Ih~/--~4A~- .... _fr/A/- ~ ~7~t.//~ t)Se., oi vI. "".' . .'. '. '" . . . .~ 606 WEST AVENUE POST OFFICE BOX 2004 AUSTIN ..TEXAS .78768 (512) 472-6721 TLX.767138 PSP1 AUS PAGE SOUTHERl.AND.. PAGE AUSTIN DALLAS FORT' WORTH HOUSTON ARCHITECTS ENGINEERS CONSULTANTS It[f~[f))@ITUUD~lt@~ 1/r -:ti]/~~!ff!/~Y7 (/oll~&f>~ 5f~~ft~V7j ~x:~7784-0 TO: DATE: .7/.er/ea JOB NO: / 8~ 270 RE: a4'1M'.frb/Jez-I.. lL~e_ ~ral,:t Pro () reg-s0,~k , ATTN:M(', ,t)fJberl- .c;.M~Y'/? '. J/-, a:::>;'re~r of ,P/a-M I~ WE' ARE SENDING YOU THE FOLLOWING ..ITEMS: 0 Attached 0 Under separate cover Q.Sketch.es/originals ...D.... s.p. ..ec.....if. i.C.S.. t.ion,. S,' . ........ .... D. s. h. o...p draWin. gs 0 Letter ~Prints I Plans 0 Catalog cut.. sheets .', o Samples 0 Report/Brochure o Reproducibles '0 Addenda 0 Change order 0 Equipment list QUANTITY I ~'J I I DATED 1/.1$9/8(; L-l L-~ l-,t G, ~Ii 6i'~ " II II I . I, via:O'Mail DBus o Courier o o DESCRIPTION Over~J ..LI2r1dsCah~. L j .) .,' LLJ1 d~CQ~h p~. /-b{d"'/5dbe-/Jda-r /< r?;an.. } . .. . C7/~n{S · /. ~racn~~~ ..~ , , f. P L((,n I- it sf TRANSMITTED: 0 For .review o For approval ,0 For comments o For'.yourinformation D<Rejected o .As requested o Accepted ~ '0 No exceptions taken 0 Resubmit copies for approval o Comments attached D'"Submit copies for 'distribution ONate . markings 0 Return corrected" prints o 0, Please. acknowledge receipt COpy TO: ~ 1 e- SIGNED: 4. J. 6h~~r r;:?e. ilfr1t ~ . ... /t-7~3 ~. 1nJ................................... ..................... .. ..m .... ..~~ lid! ~o/I< ....~.~~--. I~~..~....~ ~ ~.~~ I!ck.~~. -~ I, ul/KIlJ. $~ .. ' i I 1 I l~ .. ....' .......... .~~aJj~~~~ Ii tf)t/(fr...~~/ ... .... .. ..... ~ II ~....... .....---. ~~ ~ ~ ~ ! j 1 I ~ ~ tJL6~ ! j f~~.... ...~--~~ 11 fl~.~ ~~. dj/dA: II ~~.......~~. - ~I .,i..'1 ~ .aJ~.... ~ 1- ,~~ ..... ....... il U ID/kc t ! I ~ .~ . II II II j , j j ! -~ ~ --=- ---,...'-~---'-,.,"----='.--=--=~0~'~p~~:;:~::r:rr;-t~~'T':~:;-:;;T~T"~.;::'''T:''-'1'~.,~-:-c:'~7t.~'77:.~:~~~....,--:~ "" ~~--.-'"""~~ ~_w ~-- - ~--~~~~ -~~-- -- ~--,..-.- tIl-7tl1" PAGE ...SOUTHERLAND PAGE AUSTIN DALLAS FORT WORTH HOUSTON ARCHITECTS ENGINEERS CONSULTANTS 606 WEST AVENUE POST OFFICE BOX 2004 AUSTIN TEXAS 78768 (512)472~6721 TLX.767138 PSP1 AUS Q[f@[fi)@rruu[]QQ@~ TO: ~.~. ...~......ot ..(!1prs~8fr~..~'. DATE:I!JII,e/8& JOB NO: laG 390 . / 1_ I . n~n.f. 4 . ..6 .. RE:!-IU;Ht:L/lCL. Me d'/~I ~Fr(CL:5 &//P62- t3f-t::II-f., ~rl l.JX.77A 4c> K!c;nd/I, 0.,,601 a6e--%rtrU~1- Draw,' n:bc, ATTN: AIr .1Ia/YJer; ^,~(J:LJI?lLt<~. {J#9f1,smrlf D)rec:!or. iPkYln;~ WE ARE SENDING YOU . THE FOLLOWING ITEMS: 0 Attached 0 Under separate cover 0' Sketches I Originals'D Specifications. 0 Shop drawings 0 Letter tlPrints / Plans. 0 C. '. at..alog... .... cut sheets D.. '.. sam.. pies . . 0 . Re. p?rtfBro~hure ttReproducibles o Addenda D.Change order D..Equlpment list via:'O. Mail DBus ~ Courier o o QUANTITY 1{)t;e,l-s DATED ;g-/,-. gc: , ~1' ~ $. ocr " JP~ DESCRIPTION 1..-/ t!)ver t'.LII knt:kCd-b, ~ .J t L - ffJ td,A d, r/t ~....Ve~t' /~ ~-l !5/G.. h 1~6'2 f c- e ;r-'\. , .. ........ · I 11 J r d-iri {it..-f!J e, .. L-? i/)_d~~~ I f.. I f pla~f-J~f. .'5/ Gb. t1i7J d/-ab F ~..ANSMITTED: ,gFor review ~ For approval 0 For comments o For your information DRejected o As requested 0 Accepted o No exceptions taken o Resubmit copies for approval o Comments.' attached o Submit copies for distribution o Note markings o Return- corrected prints o 0 Please acknowledge receipt REMARKS: Zd;;~11~~~~T:;~~'b:~ //~~ded ~~/). /,hd~A E~~u~.Ae~. p/PaA @ -- / COpy TO: ..' h '/~- SIGNED: /J.",7. &haddar <'R c. r L.ETTER OF TRANSMITTAt JOB NO. 8684 TO '(,'/ ',}:~~:.,;-::;:-::,"': 'i ';" ,- ,..:'.-:....: WE ARE SENDING YOU [J-AttachedO Und~rs~parate8Qy~rVia hand 9.elivei~dthe following~ems: o Prints " . q...Plans 'DS~rnples EH. Specifications o Change order [] permit for the/above THESE .ARE 'TRANSMITTED'as'checkedbelow: Of Far approval' copies for approval copies for distribution corrected pr.i nts o For your' use o As . requested D.. Approved' as .,' noted o Submit' o Return / o Returned,:for . corrections . COpy TO o For review andcommerit 0 o FOR. HI ,OS .DUE REMARKS \~.. .~'-;' ".\V ..... -o:~ .' :;:',: .i'~:>"-:"->:'::/:/":-" <>-~< .', .:~ :" If ~ndn.~lJr~~ Rr~ nnt ,q~nnt~rl kindl" nntifv I.l~ Rt nn~~