Loading...
HomeMy WebLinkAbout; Kelly Ranch Public Water System; Kelly Ranch Public Water System; 1987-01-01DRAFT 3/16/87 Ri03/i2 DESIGN REPORT FOR PUBLIC WATER SYSTEM KELLY RANCH JANUARY, 1987 Prepared by: Woodside/Kubota & Associates, Inc. Carlsbad , Cali forni a Prepared for: Kaufman and Broad of Southern California, Inc 11601 Wllshlre Boulevard Los Angeles, CA 90025 INDEX SECTION DESCRIPTION PAGE NUMBER INTRODUCTION II SCOPE AND PROCESS OF STUDY PLAN III RECOMMENDATIONS FOR PUBLIC WATER SYSTEM IV SUMMARY APPENDIX PLAT NO. 1 (LAND-USE MAP FOR KE^LLY RANCH) FLOW CALCULATIONS COMPUTER RUNS EXHIBIT "A" (KELLY RANCH WATER STUDY PLAT MAP) SECTION I INTRODUCTION Kelly Ranch is a new planned community consisting of 433 acres, located east of the Agua Hedionda Lagoon and west of El Camino Real. The entire planned community is currently undeveloped with portions being used for agriculture. The Agua Hedionda creek traverses the northerly and westerly portion of Kelly Ranch and land elevations range from 10 feet to 352 feet above sea level. The development is proposing single-family, detached units and townhouses/condominiums for the area south and east of proposed Cannon Road, and townhouses/condominiums along the northerly shore of the Agua Hedionda creek. Also proposed is a small recreation commercial site west of Cannon Road on the southerly portion of the site (see Plat No. 1 in Appendix). The entire development lies within the service area of the Costa Real Municipal Water District. This design report will specify all the required public water system facilities for the development and will be in full conformity with the requirements of the adopted "Master Plan of Public Facilities" of the Costa Real Municipal Water Di stri ct. - 1 - IM Itt SECTION II SCOPE AND PROCESS OF STUDY PLAN The initial phase of this study was a detailed review of the Costa Real Municipal Water District (CRMWD) Master Plan and supporting data. The Master Plan identifies three different pressure gradients serving Kelly Ranch and the surrounding area. The pressure gradients are described as follows (see Exhibit "A" 1n Appendi x): ELEVATION SERVED HYDRAULIC GRADE PRESSURE ZONE I 10 - 150 feet 300 feet PRESSURE ZONE II 150 - 250 feet 430 feet PRESSURE ZONE III 250 - 352 feet 550 feet Pressure Zone I, which previously had a hydraulic grade of 349 feet, has been adjusted to Elevation 300 by the specific siting of the new Evans Point reservoir In relationship to the detailed design layout of the subdivision in the hilltop area. The study area included the Carlsbad Research Center area west of College Boulevard, the complete Macario Park, owned by the City of Carlsbad, and the proposed Evans Point subdivision in order to - 2 - m ttl provide a more complete analysis of the three pressure zones. Planning Areas A and C of the Kelly Ranch development are located on the north shore of the Agua Hedionda creek. These two areas were not a part of this study because Area A fronts on Park Drive and will receive service from the existing 12-Inch main in this street, and Area C abuts Via Hinton and will be served by the existing eight-inch line in that street. ^ The next phase of the study involved reviewing the land uses and •« anticipated development densities for the Kelly Ranch development " obtained from the approved Kelly Ranch master plan, updated to Hi reflect the effect of recent ordinances, as well as the current ^ zoning and land-use information obtained from the City of Carlsbad ^ for the areas surrounding Kelly Ranch. Tentative maps of Carlsbad Ml Research Center Unit No. 3 and Evans Point were used to obtain ^ the proposed road alignments within the study area. Hi Design parameters (unit flow requirements) used to calculate applied residential and comme rci al flows were identical to the ii parameters used in Section VII of the CRMWD master plan report. PH The CRMWD master plan identifies 120 acres of the 282-acre Macario Park being irrigated and for this study, no change has been made. * The 201-acre open space area In the wetlands portion of Kelly Ml Ranch was not assigned any flow from the water distribution - 3 - HI HI system. Included in the Appendix of this report is a design flow summary table which summarizes the applied flows for each land-use area. Transmi ssi on malns that extend beyond the limits of the study area were assigned flows based on the computer study from the CRMWD master plan. OT Fire flows were assigned at critical locations such as commercial areas and remote residential areas. There are no proposed school sites within the study area. Assigned fire flows were based on the fol1owi ng: ttl LAND USE RLM - Low Medium Density RM -- Mediurn Density RMH -- Medium High Density Recreation Commerci al DWELLING UNITS PER ACRE 0-4 4 - 8 8-15 FIRE FLOW (GPM) 1750 2500 3500 4000 Ml ll - 4 - te SECTION III RECOMMENDATIONS FOR PUBLIC WATER SYSTEM Exhibit "A" (included in the back pocket of this report) Is a plat map which shows in detail and specifics the recommended public water system layout for the entire study area. This exhibit also shows the approximate boundaries of the proposed three pressure zones as they affect development of Kelly Ranch. Additionally, included in the Appendix of this report are the computer runs used to devel op and evaluate the complete water system. Individual computer runs were made for a peak-hour flow condition and several maximum-day plus fire-flow conditions. The highest area of the Kelly Ranch community is in Pressure Zone III (HG = 550 feet). The only currently available source of service for this pressure zone is located on Faraday Avenue westerly of College Boulevard, This existing 18-inch transmission main (reduces to 16 inches) would have to be extended to the proposed Evans Point Reservoir. This Pressure Zone III transmission main would be used to fill the reservoir and serve all of Pressure Zone III in the Kelly Ranch community as well as the 22-acre parcel to the south which is owned by Kirgis, The Pressure Zone III water will be reduced to serve Pressure Zone II (HG = 430 feet) by the - 5 - IB HI Ml m m use of two pressure-regulating stations. Depending upon the actual detailed design of Planning Areas 0 and K, Pressure Zone II may possibly be served by one pressure-regulating station. Pressure Zone I (HG = 300 feet) will ultimately have three major sources of supply; one from the proposed Evans Point Reservoir (Elevation 300), one from Macario Park, and one from a connection at El Camino Real. The connection at Macario Park is not required to directly serve the Kelly Ranch community and will be made at the time the park is developed. The CRMWD master plan report identifies a proposed 2.5-MG reservoir located in the Kelly Ranch area to serve Pressure Zone I. The Developer and the District have agreed on the specific tank site. The Evans Point Reservoir will be built by the District and is scheduled in CRMWD's Capital Improvement Plan to be constructed in or before 1990. The Santa Fe II Reservoir {9.0 MG) will provide storage requi rements for Pressure Zones II and III. - 6 - Hi SECTION IV SUMMARY This design report and the exhibit map have been prepared with the intent of providing for a complete public water system design 1 ayout for the entire Kelly Ranch development. When individual areas within the development communi ty a re processed as subdivisions, there will be a specific engineering design utilizing in total the design concepts as set forth herein. m IH li m - 7 - APPENDIX JH OT HI HI NE _i OT cc lU 1- Ml VM < m a tm b CM \a OT z P m •H X UJ - HI OT Hi OT Hi OT Mi OT te IH >-oc OT < S S Hi D (A DESIGN FLOW CALCULATIONS FOR KELLY RANCH WATER STUDY DE:CEMBE:R , i98fe ResitJentifflil Flows AreoL Use Hi Ml PI HI A C E G H I J K L M N O P O R SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF GrosE Area Acres 11.3 9 . 5 40 . O 15 . 2 14 . 4 16-2 7 - 3 16 . 8 4 - 1 6-4 5 .6 14-0 12 . 8 23 . 7 Dwel1ing Units GPD/DU * GPD . O 120 .es, 270 ) 7S 65 1 10 40 80 25 25 30 75 80 85 135 Kelly Ranoh 240 28800 230 19550 320 86400 270 20250 270 17550 31O 341OO 2*90 11600 280 22400 290 7250 290 7250 300 9000 290 21750 2«S0 23200 280 23800 300 40500 Ave. Day GPM 20 14 60 14 12 24 8 ie> 6 15 16 17 28 Peak Hour GPM 80 56 240 !:!;6 48 <i)6 32 64 20 20 24 60 64 68 1 12 tt tt * tt Evans: Point MF SF SF 7 . O 55. O 26 . O 70 236 64 270 500 830 18900 1 I8000 53120 13 82 37 52 328 148 SF . O 33 K 3. T' g i K 1300 42900 Camino Hi11K Area 30 120 MH SF SF 29 - 2 10 0 IO - O 1 12 40 40 550 530 530 61600 2 1200 2 1200 43 15 15 1 72 60 60 Sub Tots-l 461 1844 Based on net densitv and Plate 1 of CMWD Ma«;ter Plan for Public Water Svstem, Februarv 1985 ** Note: Area not included in computer studv Non-Res1dential Flows Area Use No. OS REC P OS Area Acres 201 . 8 8 . 7 13 . O 24 -O 120-0 162.0 GPD/Acre GPD Ave. Dav Peak Hour Kellv Ranch O O 2200 19140 Evans Point 2200 2B600 O O Macario Park 2200 264000 <> O Koll Co. GPM O 13 20 O 183 .) O GPM O 80 O 732 O IND OS IND 129.7 29 .0 14 . 3000 3G91OO O O 270 O Camino Hills Area 3000 42900 30 1080 O 120 Sub Total Totals 516 GPM ^ 2064 GPM "-••^ ^~ ,JMX4-* U 977 GPM 3908 GPM Ml LAND USE DESCRIPTION MF MULTI-FAMILY SF SINGLE-FAMILY MH MOBILE HOME !-'ARK R E c R E c R E;: A T" 1 o N c o M M i;;: R C; i A I... IND INDUSTRIAL P PARK OB OPEN j;;PACE m m PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION KELLY RANCH. PEAK HOUR FLOW DATE: 03~0fe-1987 FILENAME: kellvl NO. OF TRIALS 6 ACCURACY ATTAINED O • 002243 TIMIH : 09r29:!:> l PAGE •• 1 Ml P X PE NODE NODE LENGTH DIA -FLOW ^ELOCITY HEAD MI HDR PUMP Ml NO . 41 *2 RATE LOSS LOSS HEAD 1 2 17 420 <) IO . 0 1 98 19 0 81 0 •1 5 0 oo 0 - oo OT 2 2 3 1 06 O 0 ! 4 . O 634 89 1 32 O 63 o oo o oo , 3 3 4 t 380 0 1 4 . O 688 52 1 43 0 96 0 oo 0 00 Ml . 4 5 1780 0 14.0 584 52 1 22 o 91 o 00 0 oo 5 5 6 220 o 1 6 . O 1610 48™ 2 5 0 39 0 oo o 00 Mi 6 6 750 0 12.0 475 21-1 35-0 56 0 00 0 oo tel 7 7 Q 2200 o 12 - 0 684 4 1-1 94-3 21 o oo 0 00 ^m 8 7 9 1420 o 8 . 0 104 60 O 67 O 46 0 00 0 oo 9 6 10 760 o 16.0 1271 86-2 03-O 86 o 00 0 00 MR 10 10 1 1 2450 0 16 . 0 1303 86-2 08-2 90 o oo 0 oo IH 1 1 4 12 860 0 10 0 52 00 O 21 O 03 0 oo 0 oo 12 3 13 390 0 8 - O 69 64-* 0 44-0 06 0 oo o oo OT 13 13 14 250 0 8 O 85 64-o 55-0 06 0 oo o 00 14 14 15 250 0 8 0 101 0 65-O 08 0 00 0 oo IHI 15 1 5 16 450 0 8-0 1 17 64-0 75-0 18 0 oo o 00 16 16 17 250 o 8 0 126 54-0 e 1 ™ O 12 0 00 0 oo OT 17 18 19 250 0 8-0 16 00-<> 1 O-0 OO 0 00 0 oo Hi 18 19 20 560 0 8 . 0 •|6 00 o •!0 0 01 0 00 0 00 19 19 21 300 0 8 . 0 48 OO-0 3 1 " 0 02 0 00 0 oo 20 17 21 460 0 10 0 55 65 0 23 0 02 0 00 0 00 21 1 22 620 0 8 0 71 IO 0 45 o 10 o oo 0 00 IH 22 16 22 400 o 8 0 7 1 0-0 05-0 OO o 00 <:> oo 23 22 24 300 0 8 . 0 48 OO o 31 0 02 0 00 0 oo OT 24 23 24 170 0 8 - 0 16 OO-0 •I O-0 OO 0 00 0 00 25 24 25 1 BO 0 8 . O 16 OO 0 10 0 OO 0 00 o 00 te 26 26 550 o 8 <> 00 o OO 0 OO 0 00 0 oo 27 42 27 600 0 8 . 0 0 00 0 OO (.1 oo o oo 00 OT 28 28 29 600 o 10 - O 99 95 o A-1 -0 06 <;> 00 o 00 Hi 29 27 29 3O0 o B . O 24 06 0 •15 o 0 1 o oo 0 00 30 29 30 5 1 0 o TO - O 1 76 39 •• 0 7*2--o 15 0 oo o oo OT 31 30 3 1 380 o 10 0 1 96 8<.it-0 BO-o 1 3 0 oo o 00 32 27 33 490 o 8 O 20 50 0 13 0 O'! o oo o oo HI 33 27 34 640 o &. O 65 06-0 42-o 09 0 00 o oo 34 31 32 210 0 8 - 0 1 26 56 0 81 o IO 0 oo 0 oo OT 35 32 34 4 10 0 8 . 0 85 5fo 0 55 0 0<? 0 oo o oo 38 32 37 3VK) o B - 0 20 50 0 13 0 01 0 00 0 oo Itt 40 38 40 490 0 a. O 20 50-0 1 3-0 0 1 0 oo 0 00 41 31 40 570 0 10 o 343 95-1 40-0 56 0 oo 0 oo •M 42 40 41 700 o 1 <>. o 3B4 95-•l 5 7-<> 85 o oo o 00 Itt 43 2 1 28 600 o •1 0 - o 79 -1 5-0 32-o 0 o-:,> 0 oo Itt 44 1 2 I 600 0 •t 4 . 0 8-^9 08 1 77 •\ 6^ 0 oo o 00 OT 101 101 102 1460 o 12 O 172 OO-o 49-o 1 >?.> 0 oc o oo 102 1 02 103 460 o B . O 20 50 o 1 3 o 01 o oo 0 oo OT 1 03 102 104 800 o (20 35 -i •| 1 OO-0 3A-o oo 0 oo HI Hi m m iM |H I" k PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION •— KELLY RANCH, PEAK HOUR FLOW DATE: 03~06-1987 FILENAME: kellvl TIME: 09:31;07 PAGE: 2 PIPE NODE NODE LENGTH DIA . FLOW VELOCITY HEAD MINOR PUMP NO . *1 *2 RATE LOSS LOSS HEAD 104 104 105 470 O 8 O 127.80 O 82 0 .22 o - oo 0-00 IOS 105 1 06 SOO 0 e 0 29 - 60 o . 19 0 . 02 0 . oo O . 00 106 105 107 850 o 8 0 68 60 o - 44 0 13 O 00 0. oo 107 107 108 830 .o 8 0 39 . 00 o . 25 0 04 O 00 0 00 108 104 109 570 0 12 o 594 - 50-1 69-0 64 O - 00 0. oo 109 109 1 IO SO 0 14 0 1664 - 85-3 47-0 29 0 . oo 0. oo 1 IO 109 1 1 1 3720 o 12 o 962 - 35 2 73 10 19 o 00 0 oo 1 1 1 1 1 1 1 12 1730 0 12 o 139 -90-O 40-0 13 0 oo 0 - oo 1 12 1 12 1 15 130 0 16 0 4647.OO 7 4 1 1 62 o oo 0 oo 1 13 1 12 1 13 680 o 16 o 4786.90-7 64-B 95 o oo 0. oo 1 14 1 13 1 14 150 o 18 o 5437 . 90-^ 6 86-1 4 1 o oo 0. oo 1 15 1 15 116 920 o 16 0 2335.OO 3 73 21 0 oo 0 . 00 1 16 1 15 1 17 SOO 0 16 o 2312•OO 69 2 74 0 00 0. 00 1 17 1 17 1 IB 2270 o 16 0 2312.OO 3 69 7 77 o oo 0 . 00 1 18 1 1 1 1 19 900 0 12 o 997 . 6-^ 2 33 2 64 0 00 0. oo 1 19 1 19 120 2600 0 e 0 104.60 0 67 0 84 o oo 0 00 120 121 122 630 0 10 0 45.30-0 19-0 01 0 00 0. oo 121 123 124 2300 0 10 0 53:30-0 22-07 o oo O 00 122 1 19 125 100 o 12 o 788.44 2 24 0 19 0 00 0 - oo 123 108 128 250 0 8 o 9 . 40 0 06 0 00 o oo 0 . 00 124 128 126 250 0 & 0 11.10-O 07-0 00 0 00 0 - oo 125 126 127 630 0 8 0 31.60-0 20-o 02 0 oo O . 00 126 1flV7 1 02 320 0 8 0 52 10-0 33-0 03 0 00 o. oo 20 1 202 201 40 0 16 0 1104 -OO •I 76 0 03 0 oo 0 . 00 202 202 203 90 O o 12 o 435 90 1 24 0 57 0 oo 0. oo 203 203 204 1 72 O 0 10 0 135.60 0 55 0 30 o oo o. oo 204 203 205 300 •:) 10 0 203 - 30 0 83 0 •t 1 0 00 0 - 00 205 206 202 2300 0 16 0 1687.90 2 69 4 39 0 oo 0 . 00 206 206 207 70 0 14 o 1772 14 3 69 o 28 0 00 0. oo 207 206 208 350 0 18 o 3568 -04-4 50-1 51 0 oo 0 oo 208 208 209 320 0 10 o 228.OO 0 93 o 15 0 oo 0. oo 209 208 210 1 1 OO 0 18 0 3904,04-4 92-5 60 0 oo o oo 210 210 21 1 700 0 10 0 1 08- 00 O AA-0 08 o 00 0. oo 2 1 1 21 O 2 1 2 600 0 1 8 0 4444 04-^ 60-3 88 0 oo o. oo 212 210 213 300 0 10 0 32-4 - OO 1 3:2 O 27 0 00 o - oo 2 1 3 213 214 300 0 10 0 108 -OO 0 44 O 03 0 oo 0 . 00 214 213 215 62 O o 10 <;> 108.00 0 4-> 0 07 0 oo 0 oo 273 207 1 10 1 <.)00 0 0 5 O - 90 1 48 35 ?•& o oo . oo 280 0 212 2 o •1 8 0 4444 (>4 *^ 5 60 0 01 0 00 O - 00 28 1 0 1 14 i}' o !8 o 5-037 90^ 86 ;\ 02 0 oo O 00 282 O B 2 0 12 o 787 30 Z:'.3 0 00 o oo 0 . 00 284 0 124 0 •10 0 •159 46 0 65 0 •:>o (.> 00 0 oo 285' O •122 0 10 o 75 77 0 3 '1 0 00 \l . 00 0 • oo 286 0 i 1 0 1 A-0 1 303.86 73 0 oo 0 oo O 00 287 0 1 2 0 14 0 8-* 9 08 1 "?'7 o oo 0 . oo •;> oo w Lt Mi PI 0^ PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION KELLY RANCH, PEAK HOUR FL.OW DATE: 03-06-1987 FILENAME: kellvl TIME 09:31:44 PAGE: 3 HI PIPE NODE NODE LENGTH DIA. FLOW VELOCITY HEAD MINQR PUMP NO . =H *2 RATE LOSS LOSS HEAD OT 288 O 41 2-0 10-0 803.95 3 - 28 0.01 0 . 00 0 . OO IH 292 125 8 1OOO- 0 0.5 1 71 2 - SO 116 - 66 O OO O - 00 293 0 1 10 10 . 0 14.0 1771.94 3 . 69 O . 04 0 - 00 0 . OO OT 294 205 124 1OOO.0 O - 5 0 - 84 1 37 30 . 93 0. oo O-OO 295 204 122 1000-O 0 - !:> 0 .83 1 . 36 30 . 74 0 . 00 0 . OO JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO. < f• t > < D s i ) GRADE 1-43 O 1 1 1 . 4 3 00 0 a 36 O 16 0 1 13 7 298 4 26 0 16 0 1 1 7 . 7 297 7 \ 32 0 52 o< 1 14 - 7 ^ 296 8 HI 5. 51 o 2 195 0 106 . 1 295 8 6» 57 0 136 6 103 '7 296 2 OT 7. 60 o 104 fo 102 . 6 296 8 ..— 8 100 o 104 6 86 - 7 300 0 HI 9. 150 0 104 6 63 . A-296 3 10, 150 0 32 0: 63 . 7 297 1 OT 1 1 300 0 Cf 0 . 0-3 00 0 te 12 150 o 52 63 6 296 7 1'J> 32 0 16 1 15 . 2 297 te 14-34 0 16 0 1 14 3 297' s 15-37 o 16 0 1 13 . 1 297 9 Hi 16 60 o 16 0 103 2 298 1 17 44 0 16 0 1 10 - 2 298 MR 18 45 0 16 0 109 298 P 19 42 o 16 0 1 1 •! 0 298 2 OT- -20 38 o 16 0 1 '12 7 298 ':> 21 51 0 16 0 •I 07 . 1 298 2 OT 22 79 o 16 ••;) 94 9 298 •I - 23 102 0 16 0 B-y 0 298 1 -2 A 99 o •16 0 86 3 298 1 mm 25 106 o 16 0 B3 29 B 1 2fey 1 16 0 0 0 78 9 298 1 HI 27 90 0 20 5 90 3 298 3 28 59 v> 20 5 103 4 298 r' OT 29 64 0 1 00 '••/ 101 5 298 3 30 70 0 20 5 99 <.> 298 A Hi 3 1 _ 90 0 20 5 90 A 29 B 6 32 . 1 10 0 20 5 81 7 2'i'8 '7/ OT 33' 1 1 2 o 20 5 BO 7 29B 3 m 34< 140 0 20 1::; 68 6 298 A 37 ' 1 1 3 o 20 5 BO A 298 mm 38 120 0 20 5 77 (:> 299 1 4-Q 90 o 26 90 6 299 PIPE DISTRIBUTION SYSTEM ANALYSIS SOI...UTI0N •— KELLY RANCH, PEAK HOUR FI...01.) DATE: 03-06-1987 FILENAME: kellyl Hi JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO . <f t) < psi ) GRADE P 41 64 O ' 419-102 . 3 300 O k 42 96 0 \Ov <? 87 7 298 3 101 86 0 1 72 • 0 148 . 4 428 5 IP loa 1 40 . 0 106 • 1 5 1 25 -1 428 7 103 157 0 20 . 5 1 17. 7 428 7 Itt 104. 212 0 115 6 ^ 94 0 429 0 IOS-232 0 29 -6 85 . 3 428 8 mm 106. 240 o 29 -6 81 -8 428 SJ 107. 222 0 29 6 89 . 6 428 7 te loa 192 0 29 . 6 102 5 428 6 109 210 0 108 0 95 2 429 7 1^ 110 215 o 10S . 0 93 iV 430 0 Hi 111 100 0 104 6 138 . 4 419 5 1 13 220 0 0 0 86 5 419 6 OT 1 13 235 0 65 1 0 83 9 428 6 1 1.* 240 o 82 -3 430 0 tti 1 1?> 200 0 O 0 94 5 418 o 1 16 161 0 2;:s35 o 110 0 414 !;j 1 17 •193 0 0 0 96 3 415 3 1^ 1 18 260 o ^2312 0 63 9 407 a: ^m 1 19 100 0 104 6 137 3 -l-i 6 8 120 150 o 104 Co 1 15 3 416 0 OT 121 1 SO 0 45 3 121 3 -1-30 0 HI 1 2;.« 2 SO o 31 3 78 0 43 O 0 123 ir:i;0 o !:>3 3 121 3 429 9 OT 124 250 0 10^ O 78 0^-430 0.^ 125 100 0 0 137 2 A 16 7 126 140 0 20 !5 125 1 428 ('.^ 127. 120 0 20 5 1 3:3 8 428 7 OT 12a 1 6& 0 20 5 I^I^J 8 42(;j 201 300 o 1 104 0 70 O 461 . fo 202. 300 o 1 48 t> 70 O 46 1 6 203 300 0 97 0 69 (iJ -161 O tP 204 250 0 5*2-9 1 3 460 b 20gt 250 . 0 A3 o 91 4 A60 9 20€k 220 0 108 0 106 t> 466 r- OT 207» 2 1 CJ . 0 0 0 107 3 465 '7 208 2::)3 o 108 0 101 e> 467 "':• Mi 209 248 . o 228 0 95 -, t.67 A- 210 239 0 1 08 0 101 A 4 73 1 IP 21 1 252 . 0 1 08 0 95 & 47:;* O 212? 2»5 • 0 ^ ^\ 0J> 96 4-'7 7 r_i 213, 2M. 1 . o 'O •100 A•7'^ . 8 21<^ 2'i-4 . 0 1 Oti) 99 1 4 72 8 215. 237 . 0 1 OB o 102 2 4 72 Xi TIME: 09:32:12 PAGE: 4 Hi MM PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION —•• KELLY RANCH, PEAK HOUR FLOW DATE: 03-06-1987 FILENAME; kellyl JUNCTION NO . ELEVATION Cft) DEMAND TIME: 09:32:42 l-'AGE • -5 PRESSURE < psi > HYDRAULIC GRADE THE NET SYSTEM DEMAND = 12840.1 SUMMARY OF INFLOWS (-I) AND OUTFLOWS <-> PIPE NO FLOW 280-''^ 4444 . 04 281 ""'^ 5437 . 90 286'"^ v.l303: 86 287^ ^ 849.08 ^ 288 - 0 803 - 95 \r SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS 22 O.05 123 O.06 124 O.07 17 O.10 32 O.13 MAXIMUMS 1 13 1 12 281 280 209 64 4 1 86 60 92 SUMMARY OF MINIMUM AND MAXIMUM HL/1000 MINIMUMS 22 O•OO 123 O-OO 124 O.O1 •17 O O •! 1 (!) 0 01 MAXIMUMS 292 1 16 66 273 35 76 294 30 93 295 30 74 1 13 13 17 SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUM*;; 1 1 9 12 IO •I I & O 63 63 63 00-- 4 1 59 74 MAXIMUMS 63 . 9 1 IO 1 1 -i 1 I 1 9 1 25 1 27 148.43- f3B.44 137.30 137.22 •1 33 . 76 PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION — KELLY RANCH, MAX DAY + FIRE FLOW AT iX'ODE 4 Si 12, RESIDENTIAL DATE: 03-06-1987 TIME: 09:34;42 FILENAME: kellvfl PAGE: 1 NO- OF TRIALS » 5 - ACCURACY ATTAINED O 009232 mm PIPE NODE NODE LENGTH DIA . FLOW VELOCITY HEAD MINOR PUMP m NO-*1 •2 RATE LOSS LOSS HEAD 1 2 17 420 . O 10 . 0 9 54 0 . 04 0 . oo 0 . oo 0 - 00 m 2 2 3 1 060 . O 14 . 0 1610. 06 :;j. 36 3 . 56 o. 00 o. oo m 3 3 4 1 380 . O 14 -O 1899 -90 3 . 96 6 29 0 -oo 0 . 00 m A-4 5 1780 -0 14 -0 1652 -10-3 -44-6 . 26 0-oo 0 . 00 S S 6 220 . 0 16 . 0 2749 -60-4 . 39-1 . 04 o. 00 0. oo OT 6 6 7 750. o 12-o 879 . 47-2 . 49-1 . 74 o. oo 0. oo Hi 7 7 8 2200 -o 12 . 0 984 . 07-2 . 79-6 . 28 0 . oo 0 . 00 8 7 9 1420 • 0 B . o 52 . 30 0 . 33 0. 13 0 00 0 . 00 OT 9 6 IO 760 . o 16 • o 1938 -43-3 . 09-1 . 88 0 -oo o. oo 10 10 1 1 2450 . 0 16-0 1954 . 43-3. 12-6 . 14 0 . 00 OOO tm 1 1 4 12 860. . 0 10 . 0 1 7'?'6 . 00 7 . . 25 17 -Bl 0 oo 000 12 3 13 390 . 0 8 -o 297 . 84-1 . 90-0 -88 0 . oo o. oo mm 13 13 14 250. 0 8 0 305 84-1 . . 95-0 . 59 0 . oo O 00 14 14 15 250 . o 8 . o 3 1 3 . 84-2 . OO-0 . 62 o. oo o. oo te 15 IS 16 450 . o 8 . 0 321 . 84-2 . 05-1 . 17 0 . 00 0 .oo 16 16 17 250. 0 8 -0 217. 96--1 39-0 -32 o oo 0 oo mm 17 18 19 250 0 B . o 8 OO-O 05-0 . OO 0 . oo 0. oo te 18 19 20 560 . 0 8 0 8 OO 0 05 0 00 o 00 0 00 19 19 21 300 0 8 . 0 24 oo~ 0 15-o. 01 0 . . oo 0 . 00 wm 20 17 21 460 0 IO . 0 216 . 43-0 88-0 . 19 o. 00 0 . 00 21 21 22 620 . 0 8 o 143 . 88 0 92 0 . 36 0 oo 0 00 M 22 16 22 400 0 8 . o •I 1 •[ . SB-0 . .71-o. 15 0 00 0 - 00 23 22 24 300 . 0 8 0 24 00 0 . 15 0 . 01 0 . 00 0 . 00 — 24 23 24 170 . 0 a o & • oo-0 . 05 -0 -OO 0 . . oo 0 . 00 25 2-«l-25 1 BO . o B . o EJ . oo o OS o OO o oo o. oo te 26 25 26 550 o B o 0 . 00 o . OO 0 . <;>o o . 00 0. oo 27 42 27 600 . 0 8 . o O . 00 o OO o OO o. . 00 0 - 00 28 28 29 600 o 10 . o 402 5!;; •I 64-0 -SO 0 00 0 00 IH 29 27 29 300 0 8 . o 1 16 . 03 o . 74 o. . 12 0 oo 0 . 00 30 29 30 510 0 10 . o 336 . 77-1 . 38-o. 4 9 0 . oo 0. oo OT 3 1 30 31 380 o 10 . 0 347 - 02~-1 . 42-0 38 o - oo 0 00 32 27 33 490 . 0 8 . o IO . 25 o 07 0 . OO 0 00 0. oo •H 33 27 34 64 O o B . o 136 . 53-0 . 8 7-0 . 34 0 . <:K> O 00 34 31 32 21 0 . o 8 . 0 167 28 •I . 07 0 . 16 0 . 00 o - oo OT 35 32 34 410 - 0 8 - o 146 - 78 0 . 94 0 . 25 0 . oo O . 00 IB 38 32 37 390 0 8 o 10 . 25 . 07 o. . 00 0 . oo O - 00 40 38 40 490 . o t;j o 10 . 25 -o . 0'7-0 . OO 0 oo 0 00 41 31 40 570 . o 10 0 524 - 55 " 2 . 14-1 . 23 o 00 o oo 42 40 41 700 . o 1 0 . 0 545 05--2 . 23-1 63 0 oo 0 oo te 43 21 28 foOO 0 10 0 392 3<,'- •( 60"-o 76 o oo 0 oo 44 1 2 1 600 . 0 14 . o 1 627 . foO 3 • 39 5 47 0 oo 0. oo mm 101 101 102 1460 . o 12 0 86 oo-0 24-0 . 05 0 00 0 oo 1 02 102 1 03 46 O . 0 8 . 0 •to . 25 0 . 0^7 o 00 0 oo O . 00 tm 103 102 104 800 • 0 12 0 1 '7 - 8 1 -- 50-o . 09 0 oo 0 00 PIPE DISTRIBUTION SYSTEM ANALYSIS —- SOLUTION — KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 4 & 12. RESIDENTIAL DATE: 03-06-19S7 FILENAME: kellvFI TIME: 09:35:48 PAGE: 2 PIPE NODE NOr.)E LENGTH DIA -FLOW VELOCITY HEAD MINOR PUMP OT NO . *1 #2 RATE LOSS LOSS HEAD 104 104 105 470 0 8 0 64 64 0.A•^ 0 . 06 0 00 0. 00 te 105 105 106 SOO 0 8 0 14 BO O - 09 0 . OO o. oo 0. oo 106 IOS 107 850 0 B 0 35 04 O - 22 0 - 04 <:>. 00 0. oo te 107 107 108 830 0 8 o 20 24 0-13 O - 0 1 0 oo 0. oo 108 104 109 570 0 12 0 297 25-0 . 84-0 - 18 0 . 00 o. oo Hi 109 109 1 10 80 0 14 0 1026 76-2 - 14-O . 12 0 oo 0. oo 1 10 109 1 1 1 3720 0 12 o 675 51 1 . 92 5 . 29 0 • 00 0 00 1 1 1 1 1 1 1 12 1730 0 12 0 516 15-1 , 46-1 - 49 o. oo 0. oo te 1 12 1 12 1 IS 130 0 16 0 2323 50 3 - 7 •! O . 45 O . 00 0. oo 1 13 1 12 1 13 680 0 16 o 2839 65-4 . 53-3 40 0. oo 0. oo •>-• 114 1 13 1 14 ISO. o 18 o 3165 15-3-99-0 . 52 O 00 0. oo 1 15 1 15 1 16 920 0 16 0 1 167 50 1 86 0 - 89 o. oo 0 . 00 IM 1 16 115 1 17 800 o 16 0 1 156 00 1 - 84 O . 76 o oo 0. oo 1 17 1 17 1 18 2270 o 16 o 1 156 00 1 • 84 2 . 15 O-OO 0 . 00 mm 1 18 1 1 1 1 19 900 o 12 0 1 139 36 3 . 23 3 . 37 o oo 0 . 00 m 1 19 1 19 120 2600 0 S 0 52 30 O . 33 0 . 23 0 oo 0. oo m 120 121 122 630 o 10 o 22 65-0 . 09-0 . 00 0 00 o. oo •HM. 121 123 124 2300 0 10 0 26 65-O . 1 1 •-O . 02 0 oo O . 00 122 1 19 1 25 100 o 12 0 1 034 76 2 - 94 0.31 0 oo 0 . 00 «Hi 123 108 128 2SO 0 B o 5 44 0 . 03 0 00 0 . 00 0 . 00 124 128 126 250 0 8 o 4 8 1 -0 . 03-0 - 00 o. oo 0 • 00 ™ 125 126 127 630 0 8 0 15 06-0 . 1 O-0 -Ol 0. oo 0 . 00 126 127 102 320 0 e 0 25 31-0 . 1 6-0 . O 1 0 . 00 0 oo 201 202 201 40 0 16 o 552 OO 0 • 88 0 01 o - oo 0. oo 202 202 203 900 0 12 o 2 •[ 7 95 0 - 62 0 16 O . 00 0. oo "f* 203 203 204 1 720 0 1 0 0 67 BO 0 . 28 O - 08 0 - oo 0 . 00 MW 20-1 ao3 2 OS 300 <> •1 o o 101 65 O - 42 O O'Jf o oo o - oo MW 205 206 202 2300 0 16 o B43 95 1 35 1 - 22 0 • oo 0 - oo m-T 206 206 207 70 0 14 0 1 079 02 2 . 25 0 1 1 0. oo 0 00 207 206 208 350 <^ 18 0 1V;'76 97-2 . 49-0 . 50 0 00 0. oo te 208 208 209 320 o IO 0 1 14 OO O - A 7 O • OA-o. oo 0. oo 209 20B 210 1 100 o 18 0 2144 97-2 70-1 - BS 0 - oo 0 00 nn 210 210 21 1 700 0 10 o 54 OO 0 22 0 02 o oo 0. oo 21 1 210 212 600 o 18 o 24 14 97-3 04-1 .25 0. oo o • oo te 212 210 213 BOO 0 10 o 1 62 o-:> 0 . 66 0 . 07 O 00 0 oo 2 1 3 213 214 300 o 1 0 0 54 00 O . 22 O . 0 1 0 oo 0 oo 214 213 21 ^:> 620 0 10 o 54 OO 0 . 22 o o'^ o - oo 0 . C.>0 HI 273 207 1 10 1 oo<;> o O 5 1 00 1 64 A3 30 0. o-;:-. 00 280 0 212 o 18 o 24 1 4 97 3 . C*4 0 . OC' 0 00 0 oo OT 28 1 0 1 14 2 o IB o 3 1 65 •t "ii 3 99 0 O 1 0 oc-0 00 282 o 8 2 o 12 0 1034 63 2 9:;j 0 0 1 O 00 0. oo te 284 0 1 24 (•* o 10 0 79 16 0 32 0 - 00 0 . 00 0 oo 285 o 122 2 0 1 0 0 37 3 •! 0 . 1 *:> 0 oo 0 oo o. oo te 286 0 1 1 2 o 14 o 1 954 4 3 4 07 O - O 1 o oo 0. oo 287 o 1 0 1-t 0 1 627 ^0 3 3^' 0.01 o oo 0. ':.>o PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION — KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 4 S DATE: 03-06-1987 FILENAME: kellvfl PiPir : NODE NODE LENGTH DIA FLOW VELOC1TY Pl NO *1 #2 RATE Ml 288 0 41 2 0 10 . 0 754 - 55 3 . 08 Ml 292 1 25 8 1000 o 0 . 5 1 . 75 2 . 85 293 O 1 10 lO o 14 .0 1079.76 2 .25 |M 294 20S 124 10OO 0 0 . S O . 99 1 . fo 1 iH 295 204 122 1O0O o 0 . '5 0 . 99 1 . fol JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO <f t) <P£i ) GRADE te •I 43 o o. O 111-4-300 . 0 2 36 0 8 . 0 1 12 .O 294 . 5 M 3 26 0 8 -0 114.8 29 1 . O 4 32 o 1 776 . 0 109. 5 284 . 7 te 5 51 o 1097 -s 104.0 290 . 9 6 57 o 68 . 3 101.8 292. O OT 7 60 0 S2. 3 10 1 .3 293 . 7 te 8 100 0 52 . 3 86 7 300 . 0 9 150 0 52 . 3 62 . 2 293 - 6 10 150 o 16 • O 62 . 3 293 9 1 1 300 0 0 . 0 0 0-300 . 0 OT 12 150 0 1 776 . 0 50 . fo 266 . 9 13 32 0 8 . o 112.6 29 1 . 8 OT 14 34 0 B . 0 112-0 292 . 4 15 37 0 8 . 0 110.9 293 O te 16 60 o 8 . 0 101. :r> 294 . 2 17 44 0 8 -0 108 - 6 29-^ 5 OT 18 45 0 8 . 0 1 08 - 2 294 . 7 HI 19 4^? o B o 109 - 5 294 . '7 20 38 o B . 0 111 2 294 - 7 OT 2 1 22 !:> 1 79 0 0 B . 8 0 o 105 fo 93 . 3 294 . 7 294 3 Ml 23 102 o B 0 83 . 3 294 . 3 24 99 o 8 0 84 fo 294 . 3 OT 25 106 (.1 S -o 816 294 . 3 Ml 26 1 16 0 0 . 0 •77 3 294 3 Ml 27 90 0 1 O 3 89 . 4 296 4 28 59 5 10 . 3 1 02 . 3 295 5 m 29 64 0 50 3 100 . 6 296 - 3 IH 30 70 0 IO 3 98 3 296 . 7 3 1 90 0 1 O 3 89 8 297 . 1 OT 32 1 10 o 10 . 3 81 0 297 O 33 1 -1 2 0 10 3 "79 . 9 296 A- Ml 34 140 0 1 O -3 67 9 296 7 37 1 13 0 10 3 79 7 29 7 . O OT 38 1 20 0 IO 3 77 . 3 298 4 Bt 40 90 0 IO 3 90 3 29B . 4 12, RESIDENTIAL TIME: 09:36:25 PAGE : 3 120 O 41 4 1 HEAD LOSS OOI . 90 . 02 - 99 . 93 MINOR LOSS O . 00 O . OO O . 00 O OO O . 00 PUMP HEAD O 00 O - 00 O . 00 O . OO o. oo PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 4 & 12, RESIDENTIAL DATE: 03-06-1987 TIME: 09:36^54 FILENAME: kellvf1 PAGE: 4 UUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC te NO . <f t ) <psi > GRADE 41 64 0 209 5 102 .3 300 . O HI 42 96 O 0 0 86-8 296 . 4 101 86 O 86 0 148-9 429 . 6 OT 102 140 0 53 3 1 25 . S 429 - 6 103 1S7 0 IO 3 118-1 429 . 6 HI 104 212 0 57 8 94 . 3 429 7 IOS 232 0 14 8 85 . fo 429 - 6 mm 106 240 0 14 8 82 .2 429 . fo te •107 222 0 14 8 90 . O 429 - fo 108 192 0 14 8 1 03 0 429 . fo mm 109 210 0 54 O 95 . 3 429 . 9 1 10 215 o 54 0 93 - 2 430 - O Ml 1 1 1 100 0 52 3 140 . 6 424 .6 1 12 220 0 O O 89 . 3 426 . 1 1 13 235 o 325 84 . 3 429 . 5 1 14 240 0 0 0 82 . 3 430 - O ^Ml 1 15 200 0 <;) 0 97 . 8 425 6 1 16 161 o 1 1 67 5 VM . 3 424 . 7 117 193 0 o 0 1 OO . 5 424 . 9 te 1 18 260 0 1 1 56 0 70 . 5 422 . 7 1 19 1 00 0 52 3 1 39 . 2 42 1 - 2 wm, 120 1-50 o 52 3 117 4 421 O 121 1 SO 0 22 6 121 . 3 430 . O mm 122 2 SO o 15 6 78 . 0 430 . O 123 ISO 0 26 6 121 - 3 430 - O nwm 124 250 0 53 5 78 .O 430 O mm -125 100 o <> 0 139 1 420 - 9 126 140 0 IO :;j 1 25 . 5 429 6 127 •I 20 0 10 3 134. 2 429 . fo 128 166 0 IO 3 1 1 4 2 429 fo MH 201 300 0 552 O 74 - fo -1-72 . 2 202 300 o 74 0 7A^ 6 472 2 203 300 0 48 74 . 5 472 O 204 25 O o 29 I:;, 96 - 2 47 1 . 9 te 205 250 0 2 1 5 96 - 2 472 O 206 220 0 5-^ 0 109 8 4 73 4 mm 207 21 8 0 0 o 1 10 6 4 73 3 te 208 233 0 54 0 104 4 -^ 73 9 209 248 o 1 14 0 97 . 9 473 9 21 O 239 0 54 0 1 02 6 4'75 7 2 1 1 252 0 5-4 0 9fo 9 4 75 7 te 212 25!;-o 0 o ':>('.> 2 4'77 <,' 213 24 1 o 54 0 1 O •! . '7 47'::- 7 -> 214 244 0 54 <.) 100 4 4^:^5 - "7 2 1 ^> 237 o 54 o 103 4 475 6 il PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 4 S 12. RESIDENTIAL DATE: O3-06-1987 FILENAME: kelXvf1 UUNCTION NO . ELEVATION <ft > DEMAND TIME 09 : 37 •• 23 PAGE: 5 PRESSURE < p s i ) HYDRAULIC GRADE THE NET SYSTEM DEMAND 9920-05 SUMMARY OF INFLOWS<+> AND OUTFLOWS<~) PIPE NO. FLOW 280 2414 - 97 281 3165.15 286 1954.43 287 1627-foO 288 754•55 SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS 124 0-03 123 003 1 O . 04 17 O.05 32 O- 07 MAXIMUMS 11 7 25 113 4 - 53 5 4 39 286 4.07 281 3.99 SUMMARY OF MINIMUM AND MAXIMUM HI./10OO MINIMUMS 124 O.OO 1 O . OO 123 O OO 17 O.OO 18 O.OO MAXIMUMS 292 273 294 295 1 1 120 - 90 43 . 30 41 99 41 . 93 20 . 7 1 SUMMARY OF MINIMUM AND MAXIMUM PRESSURr:;;S MINIMUMS 1 1 12 9 IO 34 O 50 62 62 67 OO- 64 22 33 91 MAXIMUMS 101 1 1 1 1 19 12S 127 148 140 1 39 139 134 87 65 19 05 16 PIPE DISTRIBUTION SYSTEM ANALYSIS Ml — BOLUriON KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 121 S 122. RESIDENTIAL DATE: 03~Ofe-1987 TIME: 09:39:30 FILENAME: KELLYF2 PAGE: 1 NO. OF TRIALS 6 - ACCURACY ATTAINED «^ 0 007274 Ml PIPE NODE NODE LENGTH DIA . FLOW VEt...OCITY HEAD MINOR PUMP NO . *1 •2 RATE LOSS LOSS HEAD OT 1 2 17 420 0 IO 0 102 . 06 0 - 42 0 04 0 00 0 00 2 2 3 1 060 -O 14 . 0 :;j 14.. 55 0 - 66 0 17 0 00 0 00 Mi 3 3 4 1380 0 14 . o 344 90 0. 72 0 27 0 00 0 00 A-4 5 1780 0 14 0 292 90 0 - 6 1 0 25 0 00 0 00 te 5 5 fo 220 o Ifo . o 804 60-1 . 28-0 1 1 0 00 0 00 mm fo fo 7 7 SO o 12 o 237 39-0 . 67-0. 15 0 00 0 00 7 7 8 2200 o 12 o 341 99-0 - 97-0 89 0 00 0 00 8 7 9 1420 o 8 o 52 30 0 . 33 0 13 0 00 0 . 00 9 6 10 760 o 16 0 635 51-1.01 -0 24 0 00 0 00 te 10 10 1 1 24S0 0 16 0 651 51 -1 . 04-0 80 0 00 0 00 1 1 4 12 860 o 10 0 26 00 0.11 0 01 0 00 0 00 12 3 13 390 o 8 o 38 35-0 . 24-0 02 0 00 0 00 13 13 14 250 o 8 0 46 35-0 - 30-0 02 0 00 0 00 OT 14 14 15 250 0 8 o 54 35-0 . 35-0 02 0 00 0 00 15 15 16 450 o fiJ 0 62 35-0 40-0 06 0 00 0 00 16 16 17 250 0 8 0 66 7 "I -0 . 43-0 04 0 00 0 00 17 18 19 250 o S 0 B OO-0 - 05-0 00 0 00 0 00 18 19 20 560 o 8 o S OO 0 . OS 0 00 0 00 0 00 19 19 21 300 0 8 0 BA-00-0 - 15-0 Ol 0 00 0 00 20 17 21 460 o 10 o 27 35 0.11 0 00 0 00 0 o<:> 21 21 22 fo20 o B o 35 64 0 - 23 0 03 0 00 0 00 22 16 22 40O o 8 0 3 fo4-0 02-0 00 0 00 0 00 23 22 24 30O 0 8 0 24 00 0 15 0 01 0 00 0 00 24 23 24 1 70 o 8 o 8 OO-0 05-0 00 0 0''.> 0 00 •MM 25 24 25 1 BO 0 B o 8 OO 0 . 05 0 00 0 00 0 00 26 25 26 550 o B 0 0 00 0.00 0 00 0 00 0 00 27 42 27 foOO 0 B 0 0 00 0 . 00 0 00 0 00 0 00 mm 28 28 29 600 o 10 0 SO 54-0.21 -0 02 0 00 0 00 29 27 29 300 0 B o 13 28 0 - OB 0 <:>o 0 00 <.-' 00 30 29 30 51 <.•> o IO 0 87 5 1 -0 . 36-0 04 0 00 0 00 31 30 31 380 0 10 o 97 7fo-0 . 40-0 04 0 00 <^ 00 UM 32 27 33 490 o t;j o 10 25 0 . 0? 0 00 0 00 0 00 33 27 34 640 o B 0 33 78-0 22-0 03 0 00 0 00 mrm 34 31 32 210 o 8 0 61 53 0 41 0 03 0 00 0 00 35 32 34 4 IO . 0 B o 44 03 0 28 0 03 0 00 0 00 urn 38 32 37 390 0 8 o 10 25 0 07 0 00 0 00 0 00 40 38 40 490 o 8 o 1 0 25-0 07 • 0 00 0 00 0 OC' nm 41 31 40 570 . o IO o 172 54-0 70-0 16 0 00 0 00 mm 42 40 •<i 1 700 . 0 10 0 193 04-0 79-0 24 0 00 0 00 43 21 28 600 o 1 O . o 40 29-0 16-0 0 -1 0 00 0 00 nm 44 1 2 16 OO 0 14 . 0 424 . 61 0 B8 A.'y 0 00 0 00 101 101 102 1 460 0 12 o 86 00-0 24-0 05 0 00 0 00 te 102 102 103 4foO o B o ^o 25 0 o ":-' 00 0 00 0 00 103 102 104 800 o 1 2 o •\ -7;::. K-;r;-,_.. 0 • — 09 0 1''. > 0 00 PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 121 & 122, RESIDENTIAL DATE: 03-06-1987 FILENAME: KELLYF2 TIME: 09:40:45 PAGE: 2 PIPE NODE NODE LENGTH DIA . FLOW VELOC3 TY HEAD MINOR PUMP P" NO-*1 *2 RATE LOSS LOSS HEAD Itt 104 104 105 470 O 8 0 63 90 O 41 0 06 O oo 0 . 00 IOS 10S 106 SOO . 0 8 0 14 SO 0 09 o 00 0 oo O . 00 106 105 107 850 - O 8 0 34 30 o. 22 o 03 0 oo o oo 107 107 108 830 .0 8 o 19 50 0 . 12 0 01 o oo 0 . 00 Ml 108 104 109 570 . 0 12 o 297 25-0 . 84-0 18 0 oo 0. oo 109 109 1 10 ao. o 14 0 832 12-1. 73-o 08 o oo 0 . 00 te 110 109 1 1 1 3720 O 12 o 480 87 1 . 36 2 82 0 oo o - oo 1 1 1 1 1 1 1 12 1730- 0 12 o 68 86-O -20-0 04 0 oo O . 00 PI 112 1 12 1 15 1 30 . O 16 0 2323 50 3 . 71 O 45 0 00 0. oo 1 13 1 12 1 13 680 - O 16 o 2392 36-3. 82-2 48 0 oo 0 . 00 OT 1 14 1 13 1 14 ISO - o 18 0 27 1 7 86-3 -43-0 39 0 00 0 oo HI 1 15 1 15 1 16 920 . O 16 0 1 167 SO 1 • 86 0 89 0 00 o. oo 1 16 1 IS 1 17 800 0 16 0 1 1 56 OO 1 . 84 O 76 o 00 0 - oo mm 1 17 1 17 1 18 2270.O 16 0 1 11::;6 OO 1 . 84 2 15 0 oo O . 00 1 18 1 1 1 1 19 900 . O 12 0 497 43 1 41 O 73 0 00 0. oo te 1 19 1 19 120 2600.0 8 0 52 30 0 33 0 23 0 oo 0 . 00 120 121 122 630 . O 10 o 1272 65-5 20-7 04 0 00 0 . 00 ••• 121 1 23 124 2300.O 10 o 26 65-0 1 1-0 02 0 oo o. oo 122 1 19 125 100- 0 12 0 392 83 1 1 1 o OS 0 oo 0 . oo te 123 108 128 250 O 8 0 4 70 0 03 0 00 o oo 0 - 00 124 128 126 250 . O 8 o S S5-o 04~ o OO 0 oo 0. oo 125 12fo 127 630 . O 8 o IS 80-0 1 o-o 01 0 oo 0. oo te 126 127 102 320 . 0 8 0 26 05-o 1 7-o 01 0 oo 0. oo 201 202 201 40 . 0 16 0 552 OO 0 88 0 01 0 oo 0 . 00 202 202 203 900 . O 12 0 27 1 9 65 7 71 16 88 0 oo 0 oo 203 203 204 1720.0 10 0 2569 49 10 50 70 58 0 oo O . 00 te 204 203 205 300 . O 10 o 1 O 1 66 0 42 0 03 0 oo 0 oo 20S 20fo 202 2300.0 •I fo o 3345 65 5 34 1 5 60 o oo O . 00 mm 206 206 207 70 . 0 14 0 886 9;;s 1 85 0 OB 0 00 O 00 207 20fo 208 350 . O 18 0 428fo 58-5 40-12 o oo 0 . 00 mm ZOB 208 209 320 O 10 0 1 14 OO 0 47 o 04 o oo 0 oo 209 208 210 11OO- 0 18 o 4454 58-5 62-7 14 o oo O 00 mm 210 210 21 1 700 0 10 0 54 OO O 22 O 02 0 oo C' - oo tm 21 1 210 212 600 0 18 0 4724 58-1:> 96--I-35 0 00 o. oo 212 210 213 300 O IO o 162 OO O 66 o 07 o oo 0 oo OT 2 1 3 213 2 1 4 300 . O 1 0 o 54 OO O 22 0 01 0 oo o. 00 214 213 21 620 . O 1 O 0 54 00 0 0 02 0 00 o. oo 273 207 1 IO 1OOO.0 0 !:> 0 87 •I -12 33 31 0 00 0 00 280 0 212 2 O 18 0 4724 58 96 O 01 o oo 0 OCJ OT 281 0 1 14 2 . O 18 o 27 1 7 8fo 3 43 i;i 0 1 0 oc-o. t>0 202 O B 2 . O 12 o :;(92 SO 1 1 -1 OO 0 oo 0 oo 284 O 124 2 - 0 10 o 80 03 O 33 o oo 0 00 0. oo 285 0 1 22 2 0 10 0 25-10 27 10 3?;! 0 08 0 oo 0 oo 28fo o 1 1 2 O 14 o 651 .5 1 1 36 0 OO o oo o - oo li 287 o 1 2 O •1 4 o 424 . 1 0 SB o - OO c> - 00 0 00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 121 S 122, RESIDENTIAL DATE; 03-06-1987 FILENAME: KELLYF2 TIME: 09:41:22 PAGE: 3 PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP OT NO . *1 *2 RATE LOSS LOSS HEAD PI 288 0 41 2 o 10 . o 402 . 5-1 1 - 64 O . OO 0 OO 0 . OO 292 1 25 8 1 OOO o O . 5 1 - 79 2 . 92 12fo 31 O . OO O . OO OT 293 0 1 IO 10 o 0 885.25 1 . 8-1 OOI o - oo O . OO 294 205 124 1 OOO 0 0 . 5 0-12 0 . 20 O . 87 0. oo 0 00 te 295 204 122 1000 0 0 . S 1 . 97-3 . 22 151.66 0 . 00 O . OO «•! UUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO . (f t > < psi ) GRADE te 1 43 0 o. 0 1114 3O0 0 2 36 O 8 . O 114-2 299 . 5 3 26 O 8 . 0 1 1 (i). 299 -4 OT A 32 O 26 . 0 115 7 299 . 1 51 0 1097 . 1 07 . 4 298 . 9 KM fo 57 0 68 3 1 04 . 8 0 7 60 0 52 -3 1 03 - 6 2'i>9 . 1 mm B 100 0 52 . 3 86 • 7 300 -0 9 150 0 52 -3 fo.<i. . 6 299 . O 10 1 50 O 16 -0 t':>4 . "7 299 . r*' 1 1 300 O 0 . 0 0 • 0-BOO -o 12 ISO 0 26 0 6-<l- 6 299 . •I 13 32 0 B . O 1 •[ 5 . 9 299 A. 14 34 O B . <.) •| 1 f:> O 299 MM 1 5 37 0 B . o 1 1 3 • •? 299 A Ifo 60 0 B o 103 8 29*3 17 44 O 8 . 0 1 1 0 - 7 299 5 18 45 0 B 0 110 3 299 'MM 19 42 0 B . 0 111.6 299 ^> 20 38 o 8 0 1 1 3 3 299 . 5 ri-21 51 o B 0 10 7 . 7 299 ':!' te 22 79 o 8 . o 95 . 5 299 !5 23 102 o 8 -o 85 . 6 299 . Kr 24 99 o 8 0 86 9 2«i9 ':!' 25 1 06 o & -o 83 - 8 299 -!:> te 26 1 16 0 0 . 0 79 5 299 27 90 o 10 3 90 . B 299 — 28 59 10 3 104 . O 299 ':!' 29 64 o 50 . 3 102 1 299 ^ii' tm 30 70 o IO 3 99 5 299 6> 3 1 90 0 10 . ;;j 90 8 299 fo •M 32 1 10 0 1 o ;;j B2 . 1 2 9'7 C'- 33 1 12 o 1 o 3 8 1 .;;! 299 iii' 34 140 o 1 o. 3 foy 1 299 5 37 1 13 0 10 '3 so. 8 299 fo 38 120 0 1 0 3 77 9 B tm 40 90 o IO 3 90 . 9 299 8 PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION — KELLY RANCH. MAX DAY + FIRE FLOW AT NODE 121 & 122, RESIDENTIAL DATE: 03-06-1987 TIME: 09:41:51 FILENAME: KELLYF2 PAGE: 4 Ut.JNCT ION ELEVATION DEMAND PRESSURE HYDRAULIC IB NO . Cft) (psi > GRADE 41 64 O 209 . 5 1 02 . 3 300 - O 42 96 0 0 . 0 88 - 2 299 . 5 101 86 o 86 . 0 1 48 - 9 429 . 6 |H 102 140 0 53 . 3 125 5 429 . 6 Ml 103 157 0 IO . 3 1 1 SJ . 1 429 - 6 104 212 0 57 . B 94 4 429 . 7 OT 105 232 0 14 . B 85. 7 429 - 7 106 240 o 14 -B 82 . 2 429 - 7 Ml 107 222 0 14 8 90 . O 429 6 108 192 0 14 -8 1 03 - O 429 - fo OT 109 210 0 54 O 95 - 3 429 9 te 1 IO 215 0 54 O 93 2 430 • 0 1 1 1 10O o 52 3 14 1 .7 427 1 1 12 220 0 O O 89 8 427 - 1 1 13 235 0 325 84 - 3 429 - 6 te 1 14 24 O o O O 82 - 3 430 . 0 1 15 200 o O 0 98 . 2 426 . 7 mm 1 Ifo 161 0 1 167 5 ^•\A-- 7 425 . 8 1 17 1 93 0 O 0 1 OO . 9 425 - 9 *• 1 18 260 o 1 156 O 71-0 423 . 8 1 19 100 0 52 3 141.4 426 - 4 OT 120 150 0 52 ;;i 119 7 42fo . 1 te 121 150 o 1 272 7 118. 2 422 . 9 122 250 0 1265 7 78 . 0 429 - 9 «~ 123 150 0 26 6 121.:;.' 430 . O 124 2S0 0 53 'i> 78 • 0 -1 30 - 0 te 125 100 0 O 0 1 A- 1 . A 42fo . 3 12fo 140 o IO 3 , 1 25 . 5 429 6 — 127 120 0 IO 3 1 34 - 2 429 . 6 128 166 o 10 3 114 2 429 . 6 te 20 1 300 o 552 0 fo4 O 447 . 8 202 300 o 74 O 64 - 0 44 7 8 203 BOO 0 48 5 56 . 7 430 . 9 OT 204 250 0 29 5 47 . 8 360 . 3 205 2SO o 21 5 78 . 4 430 - 9 mm 206 220 o 54 0 105 5 -163 4 207 218 o O O 1 06 - 3 463 . 3 te 208 233 o 54 o 1 OO - 7 465 5 209 248 o 1 14 0 94 - 2 465 . 5 te 2 1 CJ 239 o 54 o 1 O 1 2 472 fo tm 21 1 252 o 54 0 95 - 6 472 6 ^m 212 255 0 O 0 96 2 477 O 2 1 3 24 1 o 54 o 10O - 3 472 . 6 214 244 o 5-1. 0 99 . 0 472 6 HI 2 1 237 o 54 o 102 1 472 ^ PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 121 & 122. RESIDENTIAL DATE: 03-06~1987 TIME: FILENAME: KELLYF2 09:42:21 PAGE: 5 JUNCTION NO . ELEVATION Cft) DEMAND PRESSURE C Dsi ) HYDRAULIC GRADE THE NET SYSTEM DEMAND =•= 8920 . 05 SUMMARY OF INFLOWSC+) AND OUTFLOWSC-) PIPE NO. FLOW 280 4724.58 281 286 287 288 2717.86 651.51 424.fo1 402.54 SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS 22 O.02 123 O.03 124 O- 04 17 O.OS 32 O.07 MAXIMUMS 203 IO 50 285 IO 38 202 7 71 280 'y 9fo 209 5 fo2 SUMMARY OF MINIMUM AND MAXIMUM HL/1OOO MINIMUMS MAXIMUMS 22 O OO 295 151 66 123 0 OO 292 1 26 3 1 124 O OO 203 4 1 04 17 0 00 285 40 1 8 18 O 00 273 33 31 SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS I 1 204 203 201 202 O . OO- 47 . 80 56 . 72 64 03 64 - 04 MAXIMUMS •1 O 1 1 1 1 1 19 125 127 148 14 1 14 1 141 1 34 89 74 42 40 1 7 PIPE DISTR liBUriON SYSTEM ANALYSIS - SOLUTION KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 1OS DATE: 03-06-1987 FILENAME: KELLYF4 NO. OF TRIALS = fo RESIDENTIAL TIME: 09:48:07 PAGE: 1 ACCURACY ATTAINED 0 006935 PIPE NODE NODE LENGTH DIA . FLOW VELOCITY HEAD MINOR PUMP NO *1 *2 RATE LOSS LOSS l-tEAD Ml . 1 2 17 420 O 10 . 0 102 08 0 . 42 0 04 0 oo o - oo Itt 2 2 3 1060 0 14. O 3 1 A-53 0 - 66 0 17 O oo O - OO 3 3 4 1380 O 14 . o 344 92 0 . 72 O 27 0 oo 0 . 00 OT 4 4 S 1780 O 14 -o 292 92 0 61 0 25 O oo 0 oo ^> S 6 220 o Ifo . o 804 58-1 - 28-0 1 1 o oo o .oo Ml 6 6 7 750 o 12 . o 237 39-0 - 67-0 15 0 oo 0 - oo 7 7 8 2200 o 12 0 341 99-0 .97-0 89 0 oo 0 00 OT 8 7 9 1420 o 8 -0 52 30 0. 33 o 13 0 00 0 . 00 IB 9 6 10 760 o 1fo 0 635 49-1 . O 1 -o 24 o 00 0 .00 IO 10 1 1 2450 o 16 . o 651 49-1 . 04-0 SO 0 oo 0. oo 1 1 4 12 860 o IO 0 26 OO 0.1! 0 01 0 oo 0 .00 12 3 13 390 0 8 o 38 BB-O . 24-o 02 0 oo 0. oo te 13 13 14 250 o 8 0 46 SS-O . 30-o 02 0 oo o. oo 14 14 IS 250 0 8 0 54 38-0 . 35-0 02 0 00 0 . 00 mm IS 15 16 450 o & o 62 38-0 . 40-o 06 0 oo O . 00 16 16 17 250 o 8 0 66 74-0 . 43-0 04 0 00 O . 00 mm 17 18 19 250 o 8. o 8 OO-0 . 05-o 00 o oo 0 . 00 18 19 20 560 0 8 0 {;j OO O . 05 0 oo 0 00 0. oo mm 19 19 21 300 o B o 24 OO-0 . 15-o Ol 0 oo 0-00 te 20 17 21 460 o 10 o 27 34 0 11 0 oo o 00 0 . 00 21 21 22 620 0 8 o 35 65 O • 23 o 03 0 oo 0 . 00 OT 22 16 22 400 o B o 3 65-0 . 02-0 OO 0 00 0. oo 23 22 24 300 o B 0 24 OO O . 15 0 01 0 oo 0 . 00 te 24 23 24 170 o 8 o B OO-O . 05-o oo 0 oo o. oo 25 24 25 180 o B o 8 OO 0 - 05 o oo 0 oo o. oo OT 26 25 26 SSO o 8 o 0 00 O - OO 0 oo 0 00 0 - oo 27 42 27 foOO 0 & 0 O OO 0 . 00 o 00 o oo O 00 te 28 28 29 foOO o 10 o 50 56-O . 2 1 ~ o 02 0 00 0 - oo 29 27 29 300 0 CJ o 13 28 O . OB 0 oo o oo o. oo OT 30 29 30 Ii> 1 0 o IO 0 87 52-O . 36-o 04 o 00 0. oo IB 3 1 30 31 380 0 10 0 97 77-O - 40-o 04 o oo O - OO 32 27 33 490 o 8 o 10 25 O . 07 o 00 0 00 o oo te 33 27 34 fo40 o B o 33 78-O 22 •• o 03 0 oo O . 00 34 31 32 21 O o B o 64 53 0 41 o 03 0 00 0 - 00 ttl 35 32 34 A-1 O 0 B o 44 03 0 28 0 03 o oo O . 00 38 32 37 390 o B o 10 25 O . 07 o OO 0 oo O 00 te 40 38 40 490 o B c;> 10 25-O 07 -0 00 0 oo 0 . 00 41 31 40 57 O o 10 0 172 56-0 70-o 16 0 oo o oo Bl. 42 40 41 700 o 10 o 193 06-0 . 79-o 24 0 oo 0 . 00 43 21 28 600 o 10 o 40 31-O - 1 6--0 01 0 oo o oo mm 44 1 2 1 foOO o 1 4 o 424 fo1 0 . BB o 45 0 oo 0 oo HI 101 101 102 1 460 o •I 2 0 86 00 -O 24-o C?5 o oo 0 •::>o 102 1 02 1 03 46 O o 8 0 1 O 0 . <^"7 •;;) OO 0 oo 0 00 mm 103 1 02 1 04 BOO o 1 2 o 113:;j 6 -! •••• 3 22-o oo 0 oo PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION •— KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 108, RESIDENTIAL DATE: 03-06-1967 TIME 09=49:23 FILENAME: KELLYF4 PAGE: 2 mm PIPE NODE NODE L.ENGTH DIA . FLOW VELOC3 TY HEAD MINOR PUMP NO . *1 *2 RATE LOSS LOSS HEAD HI 104 104 105 470 0 8 0 855 84 '•'.^ • -1-6 7 46 O 00 o. oo 105 105 106 SOO 0 8 o 14 80 0 -09 O 00 o oo 0. oo OT 106 105 107 850 o 8 o 826 24 5 . 27 1 2 65 0 oo 0. oo mt 107 107 108 830 0 8 0 81 1 44 5 -18 1 1 94 0 oo o. oo 108 104 109 S70 0 12 0 2047 25-5 • 81-6 32 0 oo 0 - oo mm 109 log 1 10 SO o 14 0 2537 80-5 . 29-O 62 o oo 0 00 1 10 109 1 1 1 3720 o 12 0 436 55 1 -24 2 36 0 00 o. oo HI 1 1 1 1 1 1 1 12 1730 0 12 0 113 18-0 . 32-0 09 0 oo O - 00 1 12 1 12 1 15 130 o 16 o 2323 50 3 . 71 O 45 0 oo 0. oo 1 13 1 12 1 13 680 o 16 0 2436 68-3 . 89-2 56 0 oo O . 00 Mi 1 14 113 1 14 ISO 0 18 o 2762 18-3 -48-0 40 0 00 0. oo 1 15 1 IS 1 16 920 o 16 o 1 167 SO 1 86 0 89 0 oo O . 00 1 16 1 15 1 17 BOO 0 16 0 1 156 00 1 84 0 76 0 oo 0. oo 1 17 1 17 1 18 2270 0 16 0 1 156 OO 1 84 2 15 0 oo O . 00 MM 1 18 1 1 1 1 19 900 o 12 o 497 44 1 . 41 0 73 0 00 0 . 00 1 19 1 19 120 2600 o 8 0 52 30 0 33 0 23 0 oo o. oo 120 121 122 630 0 IO 0 22 65-O 09-o 00 o oo 0 . 00 121 123 124 2300 o 10 0 26 foS-0 1 1 -0 02 o oo 0 - oo Mm 122 1 19 125 100 o 12 o 392 84 1 1 1 0 OS 0 oo o. oo 1 23 108 128 250 0 8 0 953 3fo-fo 08-4 85 0 oo 0 . 00 124 128 126 2SO 0 B o 963 fol-6 15-A-95 o oo 0 . 00 125 126 127 630 o B 0 973 8fo-6. 22-12 71 0 oo 0. oo 126 127 102 320 0 8 0 984 1 1-6 28-6 58 0 oo 0 - oo 201 202 201 40 0 16 0 552 00 0 88 O 01 0 oo 0 . 00 202 202 203 900 0 12 o 217 95 0 62 0 16 0 00 0 . 00 203 203 204 1 720 0 1 O 0 67 BO 0 28 0 08 o oo o. oo 204 203 205 300 o 10 o 101 65 0 42 0 03 0 00 0. oo 2 OS 20fo 202 2300 o 16 0 843 95 1 35 1 22 0 oo 0 . 00 206 206 207 70 o 14 o 2592 7fo 5 40 0 5"7 0 00 o - oo 207 206 208 35 O o 18 0 3490 "7 1 -A-40-1 4S 0 oo o. oo 208 208 209 320 0 •| O o 1 14 OO O 47 o 04 0 00 0 oo 209 208 210 1 1 OO 0 IB 0 365B •7 1 --1. 6 1 -4 9fo 0 oo o - oo MH 210 210 21 1 700 o 10 o 54 00 0 22 O 02 0 00 o • oo MH 21 1 210 212 foOO 0 18 o 392B 7 1 -4 95--3 09 o oo 0. oo mm 212 210 2 1 3 300 o IO 0 162 OO 0 fofo 0 07 0 oo 0 oo 213 213 2 1 A 300 0 IO 0 54 OO 0 22 O Ol 0 oo O . 00 te 214 213 2 1 n> 620 o 10 0 54 00 0 22 o 02 0 oo 0 - 00 273 207 1 10 1 OOO o O 5 0 92 1 51 37 01 0 oo o. oo rm 280 0 212 2 0 18 o 3928 71 A-95 0 0 1 0 oo o oo 28 1 0 1 14 y.) 0 18 0 2762 18 3 48 0 0 1 0 oo 0. oo mt 282 0 8 (•* 0 12 0 392 SO •| 1 1 O oo 0 oo o . oo 284 0 1 24 0 10 o 79 24 0 32 0 00 0 oo 0. oo OT 285 O 1 22 P o 10 0 37 39 O 15 O 00 0 oo 0. oo HI 286 O 1 1 2 0 14 0 65 1 49 1 36 O oo o 00 o. oo 287 0 1 2 o 14 o 424 61 O 88 0 oo o oo 0 oo PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 108, RESIDENTIAL DATE: 03-06-1987 FILENAME: KELLYF4 TIME: 09:49:59 PAGE: 3 Ht PIPE NODE NODE LENGTH DIA FLOW VELOCITY Hi NO. *1 «2 RATE 288 0 41 2 0 10 . 0 402 . 56 1 . 64 292 125 8 1000 o O. 5 1 . 79 2 . 92 293 O 1 IO 10 o 14 . O 2590 88 5 -40 'HI' 294 20S 124 1000 0 0 -S O . 91 1 . 49 29S 204 122 1000 o O - 5 O .91 1 . 48 JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC HI NO (ft) (psi ) GRADE 1 43 0 0 .0 1 1 1 . 4 300 . 0 OT 2 36 o 80 1 14 - 2 299 - 5 HI 3 26 o 8 . 0 1 18 . 299 - 4 A 32 o 26 . 0 1 15 . 7 299- 1 5 51 0 1 097.5 107 . 4 298 . 9 6 57 0 68 - 3 104 - 8 299 . 0 te 7 60 o 52 - 3 1 03 . 6 299 . 1 8 100 0 52 . 3 86 . 7 300 . 0 PM 9 ISO 0 S2 . 3 64 .6 299 0 10 150 o 16-0 64-. 7 299 - 2 M 1 1 300 0 0 - 0 O - o~ 300 - 0 12 150 0 26 - O 64 . 6 299 1 •Ml 13 32 o 8 . O 1 15 . 9 299 4 14 34 o 8.0 1 15 0 299 . 4 15 37 o 8 . O 1 13 - 7 299 . 4 16 foO 0 8 . O 103 8 299 - 5 17 44 o 3.0 1 10 . 7 299 . 5 mm 18 45 0 8 . O 1 IO 3 299 - 5 19 42 0 (.•J . 0 1 1 1 . 6 299 - 5 mm 20 38 o 8 . 0 1 13 3 299 5 21 51 0 B - 0 107 7 299 . 5 te 22 79 0 8 . 0 95 5 299 . 5 23 102 o B . O 85 6 299 . 5 24 99 o B . 0 86 9 299 - 5 te 25 106 o 8 - 0 83 f.^ 299 - 5 26 1 16 o o. O 79 5 299 - 5 OT 27 90 o 10 . 3 90 B 299 . 5 28 S9 5 10 3 104 0 299 5 ttl 29 64 0 50 3 102 1 299 . 5 30 70 o 10 3 99 5 299 6 OT 31 90 o •1 0 - 3 90 B 299 . 6 32 1 10 0 1 o. :ij 82 1 299 fo HI 33 1 12 o 1 o - ;;j GI 3 299 - 5 34 140 o •| O . 3 69 1 299 . 5 OT 37 1 13 0 10 . 3 80 8 299 . fo M 38 120 o 10 3 77 9 299 8 40 90 0 •I O - 3 90 9 299 • B HEAD LOSS O OO 126.16 O . 08 36 . 09 36 . 03 MINOR PUMP LOSS HEAD O . OO 0 . 00 O-OO 0 . OO o. oo 0 - OO O-OO o. oo 0.00 0. oo KELLY RANCH DATE: 03-06-1987 FILENAME: KELLYF4 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — MAX DAY + FIRE FLOW AT NODE 108, RESIDENTIAL TIME: 09:SO.28 PAGE: 4 m UUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO . (ft) (psi ) GRADE HI 41 64 O 209 5 102 . 3 300 .0 42 96 0 o 0 88 . 2 299 - 5 101 86 0 86 0 144 . 7 420 .0 Itt 102 140 0 S3 3 121 . 3 420 . 0 103 1S7 0 IO 3 114. 0 420 - 0 mm 104 212 o 57 8 91 . 4 423 - 0 10S 232 o 14 8 79 . 5 -1-15-5 m 106 240 0 14 8 76 1 415 5 107 222 0 14 8 78 . A-402 . 9 mm 108 192 o 1764 8 86 . 2 390 - 9 109 210 o 54 O 95 . O 429 . 3 OT 110 215 0 54 O 93 -1 429 - 9 1 1 1 100 0 52 3 141 -7 426 . 9 1 12 220 o 0 O 89 . 7 427 - 0 OT 1 13 235 o 325 5 84 . 3 429 - fo 1 14 240 o O O 82 -3 430 - 0 mm, 1 15 200 0 O o 98 . 2 42fo . fo 1 16 161 o 1 167 11-1. 7 425 . 7 mm 1 17 193 0 0 0 100 . 9 425 • 8 1 18 260 0 1 156 o 70 . 9 423 . 7 1 19 100 0 52 :;j 141 . A-42fo . 2 120 ISO 0 52 3 1 19 6 42fo - O mm 121 150 0 22 6 121 -3 430 - O 122 250 0 15 6 78 0 430 . O 123 ISO 0 26 6 121 3 430 . 0 mm 124 250 o 53 5 78 0 430 0 125 100 0 O 0 141 3 426 . 2 -™ 126 140 o 10 3 1 13 O 400 7 127 1 20 o IO 3 127 -P A-1 :;j. 4 1 28 166 0 1 O 3 99 6 395 8 201 300 o 552 O 72 . C) 466 . 3 202 300 o 74 0 72 •| -166 3 203 300 0 48 S 72 o 466 . 1 204 2 SO o 29 5 93 (:> 466 O 205 250 0 21 5 93 6 466 1 206 220 o 54 0 107 2 467 . 5 OT 207 218 0 O 0 10 7 -9 466 9 208 233 o 54 o 102 2 468 . 9 OT 209 248 0 1 14 0 95 -7 468 . 9 210 239 0 5-1. o 101 B 473 . 9 PI 21 1 252 o 54 o 96 •I 473 9 212 255 0 0 0 96 477 0 mm 213 24 1 0 54 0 1O0 9 473 B 214 244 o 54 0 99 e> 473 B 2 -1 5 237 0 54 0 1 02 6 -i73 8 Mi PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION KELLY RANCH. MAX DAY -f FIRE FLOW AT NODE 108, RESIDENTIAL HI DATE: 03-06-1987 FILENAME: KELLYF4 TIME: 09:50:58 PAGE: 5 JUNCTION NO . ELEVATION Cft) DEMAND PRESSURE C p E i > HYDRAULIC GRADE THE NET SYSTEM DEMAND == 8170-05 SUMMARY OF INFLOWSC-f) AND OUTFLOWS(-) PIPE NO- FLOW 280 3928.71 281 286 287 288 2762. 1 8 651.49 424.61 402-Sfo SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS 22 O.02 17 O.OS 32 O.07 29 O.08 120 O.09 MAXIMUMS 12fo 6.28 125 6.22 124 6.15 1 23 6 . 08 108 5 81 SUMMARY OF MINIMUM AND MAXIMUM HL/1O00 MINIMUMS 22 O 17 O 18 O 38 O 32 O 00 oo oo oo oo MAXIMUMS 292 273 294 295 126 12Co . 1 6 37 - O 1 36 . 09 36 . 03 20 . 57 SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS 1 1 9 12 IO 34 O . OO- 64 . 56 64-61 64 . 65 69 . 14 MAXIMUMS 101 1 1 1 1 19 125 127 144.72 141.67 14 1.36 141 - 34 127 15 PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION — KELLY RANCH, MAX DAY -f FIRE FLOW AT NODE 34 DATE: 03-06-1987 FILENAME: KELLYF5 NO. OF TRIALS S RESIDENTIAL TIME: 09:54:30 PAGE: 1 ACCURACY ATTAINED «= O - 008720 OT PIPE NODE NODE LENGTH DIA . FLOW VELOCITY HEAD MINOR PUMP NO -*1 *2 RATE LOSS LOSS HEAD 1 2 17 420 O 10 0 958 23 3.91 2 . 77 0 00 O-OO MMM 2 2 3 1060 O 14 0 143 94 0 . 30 0 - 04 0 oo 0. oo 3 3 A-1380 0 14 0 161 15-0 . 34-0 . 07 0 oo 0 . 00 te 4 4 5 1780 O 14 0 213 15-0 . 44-O . 14 0 oo 0-00 5 5 6 220 0 16 0 1310 foS-2 . 09-0 - 26 0 oo O. 00 6 6 7 7S0 o 12 o 404 78" 1-15-0 . -1 0 00 0. oo 7 7 8 2200 0 12 o 509 38-1 .44-1 . 86 0 oo 0 . 00 te 8 7 9 1420 0 8 0 52 30 0 . 33 0.1 ;:J o oo 0. oo 9 6 10 760 o 16 o 974 17-1 . 55-0 . 52 0 oo 0. oo ••• 10 10 1 1 2450 0 16 o 990 17-1 . 58-1 . 74 o oo O . 00 te 1 1 4 12 860 o IO 0 26 OO 0-11 0 . 01 0 oo 0 00 12 3 13 390 o 8 o 297 09 1 . 90 0 . 87 0 00 0 . 00 13 13 14 250 o 8 o 289 09 1 . 85 O - S3 0 oo 0 . 00 14 14 IS 2S0 o 8 o 281 09 1 - 79 0 . SO 0 oo 0. oo tma 15 IS 16 450 o 8 0 273 09 1 . 74 0 . 86 0 oo 0 - OO 16 16 17 2SO o SJ 0 69 94-0 - 45-0 - 04 0 oo O . 00 ™ 17 18 19 250 o 8 0 8 OO-O . OS™ O . OO 0 00 0 - oo 18 19 20 SfoO 0 8 0 8 OO 0 .05 0 . 00 0 oo 0. oo 19 19 21 300 0 8 0 24 OO-0 . 15-OOI 0 00 0 . 00 20 17 21 460 o 10 0 880 30 3 . 60 2 - 60 0 00 0. oo 21 21 22 620 o 8 0 303 03-1 - 93™ 1 . 44 0 00 0 . 00 22 16 22 400 o 8 o 335 03 2 . 1-1 1.12 0 00 0. oo 23 22 24 300 o 8 o 24 OO 0.15 0 01 0 00 o. oo 24 23 24 170 o 8 o 8 OO-0 . 05-O . OO 0 oo 0. oo 25 24 25 180 0 8 0 8 OO 0 . OS 0 . 00 0 00 0 . 00 26 25 26 550 o 8 o 0 OO O - OO O . OO 0 oo 0. oo 27 42 27 600 o B 0 0 OO 0 . OO O . OO o oo 0 . 00 28 28 29 600 o IO o 11-11 08 4 . 66 5 . 48 o oo 0 - oo 29 27 29 300 o B o 1 134 32-7 . 24-B . 03 o oo 0. oo ••• 30 29 30 510 o 10 0 43 50-0 . 1 8-0 . Ol 0 00 0. oo 31 30 31 380 o 1 O o 53 75-O . 22-0.01 0 00 0. oo 32 27 33 490 0 B o 10 25 O - 07 O - OO 0 00 0 - oo OT 33 27 34 640 o B o •I 1 1 3 82 7 - 1 1 1 fo . 56 0 oo 0. oo 34 3 1 32 210 o 8 0 14 16 93 9 . 04 B . AB 0 00 0 oo OT 35 32 :;j4 41 0 o B o 1 396 43 tJ . 9 1 1 6 . 1 2 0 oo 0. oo 38 32 37 390 o 8 o 10 25 0 . 07 0 00 0 oo 0 o-:;) te 40 38 40 490 o CJ o 1 0 25-O . 07-0 00 0 oo 0 oo 41 31 40 5 70 0 10 0 1 480 92-6 05-B - 43 0 00 0 oo wm 42 40 4 •( 700 o 1 0 0 1 50 1 43-6. 1 ;;* •-1 O . 62 0 oo 0. oo 43 21 28 600 o 1 0 0 1 n> 1 33 4 70 • t' f 0 00 0 00 mt 44 1 P 1600 o 14 0 1 1 1 17 2 ::J 1 2 . 70 o oo 0 00 101 101 102 1460 o 12 0 86 00-0 24-0 . 05 o 00 0 oo 1 02 102 103 460 o B o 10 25 0 07 0 . OO 0 00 0 oo te 103 102 104 800 0 12 0 1 ^74 3 1 -0 . 50~ 0 09 0 00 0 00 PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION •— KELLY RANCH, MAX DAY FIRE FLOW AT NODE 34, RESIDENTIAL DATE: 03-06-1987 FILENAME: KELLYFS TIME: 09:55:36 PAGE: 2 •1 PIPE NODE NODE LENGTH DIA . FLOW VELOCITY HEAD MINOR PUMP NO -#1 *2 RATE LOSS LOSS HEAD OT 104 104 105 470 . O 8 . O 64 . 64 O .41 O .06 o . 00 0. oo to 105 IOS 106 500 . 0 8 .o 14 . 80 0 -09 o . 00 0 . oo 0 . 00 te 106 105 107 SSO o B . 0 35 . 04 O - 22 o . 04 0 - 00 o. oo 107 107 108 830 . o 8 . 0 20 . 24 0 . 13 0 .01 o - oo 0. oo IB 108 104 109 570 . 0 12 - 0 297 . 25-0 . 84-0 . 18 0 . 00 0 - 00 HI' 109 109 1 IO 80 . 0 14 . 0 875 .28-1 - 82-0 09 0 . oo 0 . 00 1 IO 109 1 1 1 3720 . 0 12 O 524 . 03 1 • 49 3 -31 0 . 00 0. oo m 1 1 1 1 1 1 1 12 1 730 . o 12 .0 195 . 10-0 - ss-0 .25 0 oo 0 . 00 1 12 1 12 1 IS 130 0 16 o 2323 . 50 3 . 71 o -45 0 • OO o. oo Ml 1 13 1 12 113 680 . 0 16 . 0 2518 . 60-4 . 02-2 . 73 0 . oo o - oo 1 14 1 13 1 14 ISO. o 18 0 2844 . 10-3 . 59-0 .42 0 . oo o. oo OT 1 15 1 15 1 16 920 0 16 .0 1 167 . SO 1 -86 0 . 89 0 oo 0 . 00 Itt 1 16 1 IS 1 17 800. . 0 16 o 1156 . 00 1 . 84 0 . 76 0 . oo 0 - oo 1 17 1 17 1 18 2270 . 0 16 . 0 1156 00 1 - 84 2 . IS 0 .00 0. oo 1 18 1 1 1 1 19 90O. . 0 12 . o 666 . 83 1 - 89 1 .25 0 oo 0. oo 1 19 1 19 120 2600 . 0 8 -0 52. . 30 0 33 0 . 23 0 oo 0. oo te 120 121 122 630 . o 10 0 22 . 65-0 .09~ O . 00 0 . 00 0. oo 121 123 124 2300 . o 1 0 o 26 . 65-0 .11-0 .02 0 00 0. oo — 122 1 19 125 100 . o 12 . 0 562 . 23 1 . 59 0 . 10 0 . 00 0 . 00 123 108 128 250 o 8 . 0 5 44 0 . 03 0 OO 0 . 00 0. oo te 124 128 126 250 . o 8 o 4. . B 1 -0 . 03-0 . oo 0 . oo o. oo 125 126 127 630 o 8 . o 1S . 06-O . 10-0 .Ol 0 . oo 0 . 00 126 127 102 320 . o 8 0 25 . . 3 1 ~ O . 16-o 01 0 . 00 o. oo te 201 202 201 40 0 16 . 0 552 . OO 0 88 0 . Ol o . oo O . 00 202 202 203 900 o 12 . 0 2 1 7 95 0 62 o . 16 0 00 0. oo — 203 203 204 1720 . 0 IO . 0 67 . 80 0 . 28 0 . . OB 0 oo o. oo 204 203 205 300 0 10 . 0 10 1. . 65 0 . 42 o . 03 0 . 00 0. oo 'OT 205 206 202 2300 . o Ifo 0 843 . 95 1 35 1 . 22 0 oo o. oo 206 206 207 70 . 0 14 o 924 67 1 93 0 08 0 . 00 0 - 00 mm 207 206 2 OS 350 . o 18 0 1 822 63-2 . 30-0 , 43 0 . oo 0. oo 208 208 209 320 . 0 10 0 114, 00 0 . 47 0 04 0 . . oo 0 oo te 209 208 210 1 10O o 1 8 0 1 990 . 63™ 2 . 5 •! -1 . fo 1 o. oo O - 00 210 210 21 1 700 . 0 10 0 54 00 O 22 0 02 0 . 00 o oo mm 21 1 210 212 600 0 18 0 22foO . 63-2 • 85-1 . 1 1 0 . oo o • oo tti 212 210 213 300 . 0 10 0 1 fo2 00 0 . 66 0 . 07 0 . . oo o oo 213 213 214 300 . o 10 0 54 . OO o. 22 0 01 0 oo o. oo OT 214 213 2 1 !5 620 o 10. 0 54 , 00 0 . 22 0 02 0 00 0 • 00 273 207 1 10 1000 . o 0 . 5 1 . 01 1 65 43 . 0 00 o oo Ml 280 0 212 0 18 0 2260 63 2 . 85 0 00 0 . . 00 0 00 281 o 1 14 2 . 0 18 . o 2844 IO 3 . 59 o . 0 1 0 oo 0 . 00 OT 282 0 8 2 0 12 . 0 559 . 90 1 . 59 0 . 00 o 00 0 oo 284 0 124 2 • 0 10 . 0 79 16 0 -32 0 OO 0 00 0 00 IP 285 0 122 2 . o 10 0 37 , 31 0 . 15 o. 00 o. oo 0 oo 286 0 1 1 o 14 . 0 990 -17 *•' 06 0 . OO 0 . oo 0. oo OT 287 0 1 2 . 0 14 0 1 1 1 o. 17 2 . 31 o OO 0 . 00 0 oo PIPE DISTRIBUTION SYSTEM ANALYSIS •— SOLUTION KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 34, RESIDENTIAL DATE: 03-06-1987 FILENAME: KELLYFS TIME: 09:56:13 PAGE : 3 te PIPE NODE NODE LENGTH DIA FLOW VELOCITY NO . *1 *2 RATE OT 288 0 41 2 O 10 0 171O- 93 fo - 99 292 1 25 8 1000 O O . 5 1 - 78 2 .91 IB 293 0 1 10 10 O 14 0 928.27 1 . 93 294 2 OS 124 1000 0 0.5 O . 99 1 . fo2 295 :i 04 122 lOOO o o. ::-5 0 . 99 1 - fo2 te JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC mm NO . (ft) C p s i ) GRADE 1 43 O O . 0 111.^. 300 . O mt 2 36 o 8 . O 1 13 - 2 297 . 3 3 26 (> 8 . 0 117.5 297 . 3 OT 4 32 o 26 . O 1 15 - 0 297 . 3 m 5 51 o 1097.5 < 106 . 8 297 . 5 m 6 57 o 68 . 3 104.3 297 - 7 mm 7 60 o 52 - 3 1 03 . 2 298 - 1 8 1O0 o 52 . 3 86 . 7 300 . 0 OT 9 ISO o 52. 3 64 . 1 29 B . O 10 150 0 16 -O 64 . 2 298 3 1 1 300 0 O . 0 0 . o~ 300 - O 12 150 o 26 - O 63. 8 297 - 3 mm 1 3 32 0 8 . 0 114-6 296 . 4 14 34 0 8 . 0 113. S 295 . 9 15 37 o 8 . O 1 1 2 - O 295 . 4 16 60 0 8 . 0 IOI. 6 294 . 5 17 44 o PJ. 0 1 ot;j. 6 294 . 5 18 45 0 8 . 0 107 0 29 1 . 9 19 42 0 B . 0 1 08 - 3 29 1 . 9 20 38 0 8 . O 110 0 291 9 21 S1 0 8 . 0 1 04 . 4 29 1 . 9 22 79 o SO 92 - 9 293 . 4 23 102 o 8 . O 82 . 9 293 - 4 OT 24 99 o 8 - O 84 - 2 293 - 4 25 106 o B . O B 1 . 2 293 4 26 1 16 o o. O 76 9 293 4 OT 27 90 o IO . 3 79 . 2 272 9 28 59 5 1 O . 3 98 . 3 286 4 mm 29 64 o SO . 3 94 . O 280 9 30 70 o 10 9 1 . 4 280 9 «• 31 90 o 10. :.-j B2 . 7 2 BO 9 32 1 10 o 1 O 3 70 . 4 272 4 — 33 1 12 o 1 o ;;j fo9 . 7 272 . 9 34 140 0 2510 . 50 4 256 3 te 37 1 13 o 10 3 69 . 1 272 - A- 38 120 o 10 3 73 4 289 . 3 40 90 o 10 3 Bfo 4 289 - 3 HEAD LOSS O - 04 125.25 0 01 42 . 44 42 . 39 MINOR LOSS O . 00 o oo o. oo O . 00 o. oo PUMP HEAD o. oo O . OO O . OO O .OO O - OO PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION KELLY RANCH, MAX DAY FIRE FLOW AT NODE 34, RESIDENTIAL DATE: 03-06-1987 TIME: 09:56:41 FILENAME: KELLYFS PAGE: 4 Ml JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO. (ft) Cps:l.) GRADE OT 41 64 0 209 S 1 02 . 2 300 - O •M 42 96 0 O 0 76 . 6 272 . 9 IM 101 86 0 86 o 148-9 429 . 6 102 140 0 S3 3 1 25 - 5 429 . 6 Mi 103 157 0 10 3 1 1 (iJ . 1 429 . 6 Ml 104 2 12 o 57 8 94 . 3 429 - 7 IOS 232 0 14 8 85 - 7 429 - 7 OT 106 240 0 14 8 82 . 2 429 . 7 1 07 222 o 14 8 90 . O 429 . 6 Ml 108 192 0 14 8 1 03 . O 429 . fo 109 210 o 54 0 95 . 3 429 . 9 OT 1 10 215 o 54 o 93 . 2 430 - 0 te 1 1 1 lOO 0 52 3 141 - S 426 . fo 1 12 220 0 O o 89.6 426 . 8 1 13 235 0 325 5 84 . 3 429 - 6 1 14 240 0 0 0 82 - 3 430 .0 te 1 IS 200 o o 0 98 - 1 426 - 4 1 16 161 0 1 167 5 114 6 425. 5 1 17 193 0 0 0 10O . 8 425 . 6 1 18 260 o 1 156 0 70 . 8 423 . S te 1 19 100 0 52 3 141 .0 425 3 120 ISO o 52 3 1 1 9 - 2 425 - 1 mm 121 ISO 0 22 fo 12 1 . 3 430 - O 122 2SO 0 15 fo 78 . 0 430 . 0 123 ISO 0 26 6 12 1 .3 430 . O 124 250 0 53 S 78 O 430 . 0 125 100 0 O 0 1 40 .9 425 - 2 OT 126 140 o IO 3 1 25 • 5 429 . fo 127 120 0 10 3 1 34- . 2 429 . 6 — 128 1 66 0 IO 3 114 2 429 6 201 300 0 552 0 74 - 8 472 6 OT 202 300 0 74 O 74 . CJ 472 6 203 300 0 48 74 . 7 472 . S 204 250 0 29 96 A 472 - 4 te 20S 250 0 21 5 96 . 4 472 - 4 206 220 0 54 0 1 1 0 - O 473 8 OT 207 218 0 0 O 1 1 O . B 473 . 8 208 233 0 54 0 104 fo 474 . 3 Hi 209 248 0 1 14 0 98 O 474 . 2 210 239 0 54 o 102 7 475 9 OT 2 1 1 252 o 54 0 97 O 475 - 9 212 255 o O 0 96 2 477 O HI 2 1 ^=J 24 1 0 54 0 101 - f;j 475 - 8 214 244 o 54 0 1 OO 4 475 8 OT 2 1 S 237 o 54 0 103 . '5 475 - 8 m PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION KELLY RANCH, MAX DAY + FIRE FLOW AT NODE 34, RESIDENTIAL DATE: 03-06-1987 FILENAME: KELLYFS TIME: 09:57:11 PAGE: 5 JUNCTION NO - ELEVATION (ft) DEMAND PRESSURE (psi ) HYDRAULIC GRADE THE NET SYSTEM DEMAND 8920 .049 SUMMARY OF INFLOWS<-t) AND OUTFLOWSC-) PIPE NO. FLOW 280 2260 - 63 HI 281 2844 IO 286 990 17 mm 287 1 1 IO 17 288 1710 93 m OT SUMMARY OF MINIMUM AND MAXIMUM VE Hi MINIMUMS MAXIMUMS 124 0 . 03 34 9 . 04 mm 123 O -03 35 8 - 91 17 0. OS 29 7-24 mm 32 O . 07 33 7 11 120 0 . 09 288 6 - 99 mm SUMMARY OF MINIMUM AND MAXIMUM HL MINIMUMS MAXIMUMS 124 O 00 292 125.25 •mm 123 0.00 273 43 . 77 17 O 00 294 42 . 44 18 o. oo 295 42 . 39 (HI 38 o. oo 34 40 . 40 mm SUMMARY OF MINIMUM AND MAXIMUM PR MINIMUMS MAXIMUMS mm 1 1 0. oo™ IO 1 148.89 34 50 . 40 1 1 1 1 41 - 52 12 63 - 84 1 19 140.98 OT 9 64-14 125 140.94 IO 64 - 24 127 134.17 HI PIPE DISTRIBUTION SYSTEM ANALYSIS ~ SOLUTION KELLY RANCH, MAX DAY f FIRE FLOW AT NODE 5 DATE: 03-06-1987 FILENAME : KELLYF"6 NO. OF TRIALS «" 6 REC. COMM- TIME: 09:59•15 PAGE: 1 ACCURACY ATTAINED >«= C 001059 PIPE NODE NODE LENGTH DIA . FLOW VELOCITY HEAD MINOR PUMP IP NO . >l>1 *2 RATE LOSS LOSS HEAD Ml 1 2 17 420 o IO 0 41 32 0 17 O Ol 0 oo 0. oo 2 2 3 1O60 0 14 0 1 1 Iliifo 10 2.41 1 93 o 00 0. oo te 3 3 4 1380 o 14 0 1 355 81 2 . 83 37 o oo 0 . 00 4 4 5 1780 0 14 0 1 303 81 2 . 72 A-04 0 00 0. oo ii S 5 6 220 o Ifo o 3293 69-5 . 2fo-t 45 0 oo o - oo 6 6 7 7S0 0 12 0 1058 83-3 . OO-2 45 0 00 o. oo IH 7 7 8 2200 o 12 0 1 163 43-3 . 30-8 56 0 oo o. oo fa 8 7 9 1420 o 8 o 52 30 0-33 0 13 o 00 0. oo te 9 fo 10 760 0 16 o 2303 16-3 . 67-2 58 0 oo 0 . 00 IO IO 1 1 24SO o 16 0 23 1 9 16-3 . 70-8 43 0 00 0 . 00 HI 1 1 4 12 860 o IO o 2fo 00 O . 1 1 0 Ol 0 oo 0. oo il 12 3 13 390 0 8 o 207 7 1 •••• 1 . 33-0 45 o 00 0. oo 13 13 14 2SO 0 8 0 215 7 1 -1 . 38-0 31 0 oo o - oo OT 14 14 15 2 SO 0 8 0 223 71-1 . 43-0 33 0 00 0 - oo 15 15 Ifo 450 0 8 o 231 71-1 - 48-0 64 0 00 o. oo Ml 16 16 17 250 0 8 0 166 46-1 -Ofo-0 19 0 oo o. oo 17 18 19 250 o 8 o B OO-0 . OS-0 OO 0 00 0. oo OT 18 19 20 560 0 8 0 B OO 0 . OS 0 00 0 oo 0 . 00 19 19 21 300 0 8 o 24 oo-O . 15-0 01 0 oo 0 . 00 20 17 21 460 o 10 0 133 14-O . 54-0 OS 0 oo 0 - 00 21 21 22 620 0 B 0 105 25 O . 67 0 20 0 oo O . 00 22 16 22 400 o 8 0 73 25-0 . 47-o 07 o 00 0. oo HI 23 22 24 300 o 8 0 24 oo 0 . 15 o 01 o oo 0 . 00 24 23 24 170 o 8 o 8 OO-O - OS-0 OO o 00 0. oo Ml 25 24 25 ISO o 8 o CJ OO O . OS 0 OO 0 00 0. oo ii 26 2S 2fo SSO o 8 0 0 00 0 . OO 0 00 0 oo 0 . 00 ii 27 42 27 600 o 8 0 0 oo 0 - 00 o OO 0 00 0. oo 28 28 29 600 o IO 0 2BO 64-1-15-o 4 1 0 oo o oo •HI 29 27 29 300 0 8 0 80 38 O . 5 1 o 06 0 oo o. oo 30 29 30 510 o 10 0 250 50-1 . 02-0 28 0 oo 0. oo ^m 31 30 31 380 o 10 0 260 75-1 . 07™ o 23 o oo 0 . 00 32 27 33 490 o 8 0 1 0 25 O . 07 o 00 o oo o. oo 33 27 34 640 0 8 0 100 88-0 64-0 19 0 oo O . 00 m 34 31 32 2 1 0 o 8 o 131 fo3 O . 84 0 1 0 0 00 0. oo 35 32 34 410 0 8 0 1 1 1 13 0-71 o 15 0 oo 0 - oo m 38 32 37 390 0 8 0 10 25 O 07 o 00 0 00 0. oo 40 38 40 490 o CJ 0 IO 25-O . 07™ 0 OO 0 00 O 00 m 41 31 40 570 0 10 o 402 64-1 - 64-c.^ 76 0 oo 0 00 42 40 4 1 700 o IO 0 423 •f 4-1 73-1 02 0 oo o. oo m 43 21 28 foOO 0 10 0 270 39-1 10-0 3B 0 00 0 oo k 44 1 2 IfoOO o 14 0 1205 42 2 . 5 1 :;j 14 0 oo 0 . 00 101 101 1 02 14fo0 0 12 0 86 00-O . 24-0 05 o oo 0 - oo m 102 1 02 103 4foO o 8 0 IO 25 0 07 0 00 o oo 0. oo m 103 102 104 aoo o 12 0 1 7f:> 5S-0 . 50-0 09 o 00 O . < .)0 p PIPE DISTRIBUTION SYSTEM ANALYSIS -— SOLUTION KELLY RANCH, MAX DAY -f FIRE FLOW AT NODE S, REC COMM. DATE: 03-06-1987 FILENAME: KELLYF6 TIME: 10:00:31 PAGE: 2 PIPE NODE NODE LENGTH DIA . FLOW VELOCITY HEAD MINOR PUMP HI NO. *1 #2 RATE LOSS LOSS HEAD 104 104 105 470 O 8 O 63 90 O 41 0 06 O . 00 0. oo OT 105 105 106 SOO O 8 0 14 BO 0 09 o 00 0-00 o. oo IM 106 IOS 107 850 O 8 0 34 30 0 22 0 03 0. 00 o oo 107 107 108 830 O 8 0 19 SO 0 12 0 Ol 0 00 O.OO OT 108 104 109 S70 0 12 0 297 25-o 84-0 18 o .oo 0 - oo 1 09 109 1 10 SO 0 14 0 1090 99-2 27-0 13 0 oo o. oo Ml 1 10 109 1 1 1 3720 0 12 o 739 74 2 10 fo 26 0 . 00 0. oo 1 1 1 1 1 1 1 12 1730 o 12 0 fo32 80-1 80-2 18 0. oo 0. oo OT 1 12 1 12 1 15 130 0 16 0 2323 50 3 71 0 45 0-00 o. oo 1 13 1 12 1 13 foSO o 16 0 2956 30~ 4 72-3 fo7 0 . 00 0 . 00 ^m 1 14 1 13 1 14 ISO 6 18 0 3281 80-A-14-O SS 0 . 00 O-OO 1 IS 1 IS 1 Ifo 920 o 16 o 1 167 50 1 86 0 89 0 . 00 OOO 1 16 1 IS 1 17 BOO 0 16 o 1 156 OO 1 84 o 76 0 . 00 o. oo aa 1 17 1 17 1 18 2270 o 16 0 1 1S6 00 1 84 2 15 0 oo 0.00 1 18 1 1 1 1 19 9O0 0 12 o 1 320 24 3 75 4 43 0 .oo 0 . 00 •Mr 1 19 1 19 120 2600 o 8 0 52 30 0 33 0 23 0 oo 0 . 00 120 121 122 630 0 IO 0 22 65-o 09~ 0 OO 0 . 00 OOO 121 123 124 2300 0 10 0 26 6S~ o 1 1" 0 02 0 - 00 0 00 1 22 1 19 125 100 0 12 0 1 2 1 5 64 3 4S 0 42 0. 00 0. oo 123 108 128 2r50 0 8 0 4 70 0 03 o 00 0 . 00 0 . 00 124 128 12fo 250 o 8 o 55-0 04-0 00 O-OO 0 oo 12S 126 127 630 0 8 0 15 80-0 10-o 01 0 . 00 0. oo 126 127 102 320 0 8 o 26 05-o 17-0 01 0. oo 0. oo 201 202 201 40 0 Ifo 0 552 OO 0 88 0 Ol 0. oo 0. oo mm 202 202 203 900 0 12 o 2 1 7 95 0 62 0 16 0 . 00 0 . 00 203 203 204 1720 0 IO 0 67 BO 0 28 0 08 0 . 00 0 . 00 204 203 205 300 0 10 0 101 65 o 42 o 03 0 . 00 0 - oo 205 206 202 2300 0 1fo 0 843 95 1 35 1 22 0. oo o. oo mm' 206 206 207 70 0 14 o 1 1 44 IO 2 38 0 12 0 00 o oo 207 206 208 3S0 0 18 o 2042 os-2 57-o 54 o. oo 0. oo mm 208 208 209 320 0 10 0 1 14 00 0 47 o 04 0. oo 0 - 00 te 209 208 210 1 100 o 18 0 22 1 O 05-2 79-1 95 0 - oo 0. oo 210 210 21 1 700 0 10 o 54 00 0 2 2 0 02 0. oo 0 oo 21 1 210 212 600 o 1EJ o 2480 05-3 1 3-1 32 0. oo 0. oo 212 210 213 300 o 1 O 0 162 00 O 66 0 07 0 - 00 o. oo Hi 213 213 214 300 0 1 0 0 54 OO o 22 o 01 0 00 0 . 00 214 213 215 620 o 1 0 0 54 00 0 22 0 02 0. oo o. oo m 273 207 1 IO 1000 o 0 5 1 OO 1 63 43 08 0 . 00 0 . 00 280 0 212 2 o 18 0 2480 05 3 13 0 OO 0. oo o. oo Bl 28 1 0 1 14 2 o 18 o 3281 80 4 1 4 o 01 0 . 00 0 - oo 282 o CJ 2 o 12 0 1214 00 3 44 0 Ol o. oo 0 oo OT 284 0 124 2 0 10 0 79 17 0 32 0 oo 0 . 00 0 . 00 PI 285 0 122 2 0 10 0 37 32 0 15 0 00 0. oo 0 oo 286 0 1 1 2 0 14 0 23 1 9 16 A-83 o Ol 0. oo 0-00 287 0 1 2 0 14 0 1 205 42 2 51 0 00 O . 00 0 . 00 Ml PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION — KELLY RANCH, MAX DAY DATE: 03-06-1987 FILENAME: KELLYF6 •f FIRE FLOW AT NODE 5, REC COMM. PIPE NODE NODE LENGTH DIA FLOW VELOCITY Hi NO- *1 >l<2 RATE 288 0 41 2 o lO - 0 632 64 2 . 58 Hi 292 125 8 1000 o O .5 1 73 2 . 83 IM 293 O 1 10 10 o 14 . 0 1 143 99 2 . 38 IM 294 20S 124 1000 0 O-S 0 98 161 HI 295 204 122 1000 o 0 . 5 0 98 1 .61 ii JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO. (ft) (psi ) GRADE OT 1 43 o 0 . 0 1 1 1 A-300 0 te 2 Sfo 0 8 . 0 113 O 296 - 9 • 3 26 o 8 . 0 1 1fo 5 294 . 9 4 32 o 26 .O 1 12 5 291 6 OT S 51 • O 4S97.S 102 S 287 . 5 m 6 57 o 68 . 3 100 S 289. 0 7 60 o 52.3 100 3 29 1 - 4 mm 8 100 .0 52.3 86 7 300 . 0 9 ISO .o S2 . 3 61 2 29 1 . 3 te 10 150 o 16 . O 61 3 29 1 . 6 1 1 300 o 0 • O O 0-300 - O OT 12 ISO o 26 - 0 61 3 29 1 . 6 13 32 o SO 1 14 1 295 - 4 14 34 o 8 - 0 1 13 4 295 - 7 15 37 o 8 . O 1 12 P 296 . O Ifo 60 0 8 0 102 fo 296 . 7 te 17 44 0 8.0 109 fo 296 - 8 IB 45 . o 8 0 109 2 296 . 9 _ 19 42 o 8 - 0 110 5 296 . 9 20 38 o 8 . O 1 12 2 296 . 9 OT 21 51 0 8 - O 106 6 296 . 9 22 79 o 8 - O 94 3 296 - 7 mm 23 102 o 8 - O 84 4 296 . 7 24 99 o 8 - 0 85 7 296 . 7 25 106 o 8-0 82 -6 29fo - 7 2fo 1 16 0 O.O 78 3 29fo . 7 MMl 27 90 o 1 o. ;;j 90 0 297 . B Hi 28 59 s 10.3 1 03 O 297 - 3 29 64 0 so . 3 101 ;;j 297 . 7 IP 30 70 0 10 3 98 CJ 298 - O 31 90 0 10-3 90 2 298 - 2 M 32 1 10 0 1 0 - 3 81 ^/ 298 1 33 1 12 0 10 :;j 80 297 8 •H 34 140 0 10.3 68 5 298 . 0 M 37 1 13 o 10. :;j 80 298 . 1 38 120 o 1 0 - 3 77 6 299 0 40 90 0 10 3 90 6 299 . O TIME; 10:01:08 PAGE: 3 1 18 O 41 41 HEAD LOSS OOI 75 02 79 73 MINOR LOSS O . 00 o oo o. oo o. oo o. oo PUMP HEAD o oo o - oo o oo O .00 o .oo PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION KELLY RANCH , MAX DAY + FIRE FLOW AT NODE ! OT DATE: 03-Ofo-1987 IH FILENAME: KELLYFfo JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC ttl NO . (ft) (psi ) GRADE 41 64 -0 209 . 5 102 • 3 300 • 0 OT 42 96 . 0 0 0 87 . -|. 297 . 8 ttl 1 Ol Bfo 0 86 . 0 148 • 9 429 . 5 102 140 .o 53 . 3 125 • 5 429 - 6 OT 103 1S7 -0 10 . 3 1 1 Ci . 1 429 - fo 104 212 .0 57 . 8 94 . 3 429 . 7 ttl 105 232 o 14 .8 85 - Co 429 . 6 106 240 0 14 . B 82 . 2 429 . 6 107 222 .0 14 .8 90 - O 429 - 6 te 108 192 o 14 8 102 . 9 429 - fo ^m 109 210 0 54 O 95 . 3 429 . 9 1 IO 215 0 54 O 93 - 2 430 . 0 ^m 1 1 1 10O o S2 . . 3 140 -2 423 . fo m 1 12 220 . o 0 . 0 89 . 2 42S - 8 1 13 235 . o 325. . 5 84 . 3 429 . 4 mm 1 14 240. . o 0 . O 82 . 3 430 . 0 1 IS 200 . o O . O 97 . 6 425 - 3 m 1 16 161 . o 1 167 . 5 1 14 .2 424 . 4 1 17 193 . 0 0 . 0 100 . 3 424 . 6 '™ 1 18 2foO . o 1 1S6 . 0 70 . 4 422 . 4 1 19 100 . 0 52 . 3 138 . 3 4-19. 2 120 150 . . o 52 3 1 16 . 5 418 . 9 121 ISO . 0 22 . 6 121 . 3 430 . 0 122 250 .o 15. 6 78 . 0 430 . O mm 123 ISO 0 26 . 6 121 . 3 430 . O 124 250 . 0 S3 . . 5 78 . 0 430 - O 125 100 . 0 0 . 0 138 . 1 41 CJ . 7 126 1 40 . o IO. . 3 125 . 5 429 - fo 127 1 20 . 0 10 . 3 134 . 1 429 - fo 128 Ifofo . o 10 . 3 1 14 P 429 . fo 201 300 o 552 O 7-1-. !:> 472 - O 202 300 . o 74 . O 74 472 . O 203 300 0 48 . S 74 . 471 8 — 204 250 . o 29 . . 5 96 1 47 1 . 7 205 250 o 21 5 9fo . 1 47 1 . 8 Mil 206 220 . o 54 , 0 109 . 7 473 2 207 21 f ;j o O . 0 1 IO . 5 473 - 1 208 233 0 54 . 0 104 . :J 473 7 209 24(:J o 114 0 97 . & 473 7 Hi 210 239 . . 0 54 0 102 . t) 475 - 7 21 1 2S2 0 54 . 0 96 - 9 475 - 7 te 212 255 . 0 0 () 9fo ('•* 477 O HI 213 24 1 0 54 . 0 101 . 7 475 6 214 244 , 0 54 0 100 , 4 475 . 6 te 215 237 . 0 S4 0 103 . -1 475 . 6 TIME: 10:Ol136 PAGE PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION — KELLY RANCH, MAX DAY •¥ FIRE FLOW AT NODE 5, REC COMM. te DATE: 03-06 -1 987 Ml,,. FILENAME: KELLYF6 te ,.JUNCT I ON ELEVATION m NO . (ft) OT THE NET SYSTEM DEMAND Ml SUMMARY OF INFLOWS(+) Ml PIPE NO. FLOW m 280 2480.05 281 3281.80 Ml 286 2319-16 287 1205 42 te 288 632.64 TIME: 10:02:Ofo PAGE: 5 DEMAND 9920.049 PRECJSURE Cpsi ) HYDRAULIC GRADE SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS MAXIMUMS 123 O.03 S 5.2fo 124 O.04 286 4.83 17 O.OS 113 4.72 32 O.07 281 4.14 120 0.09 118 3.74 SUMMARY OF MINIMUM AND MAXIMUM HL/1O00 MINIMUMS MAXIMUMS 123 O.00 292 118.75 124 O.OO 273 43 - OS 17 O . OO 294 41 . 79 18 O.00 29S 41 - 73 38 O-OO 286 6 - 59 SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS MAXIMUMS 11 0 0 1 -1 01 1 48 86 9 61 23 1 1 1 140 22 10 fol 34 1 19 138 30 12 61 34 125 138 12 34 68 45 127 1 34 15 Pi iH