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HomeMy WebLinkAbout; Pacific Rim Country Club Public Water System; Pacific Rim Country Club Public Water System; 1986-05-01WOOD •S WOODSIOa/KUBOTA « ASSOCIATU, INC. •naiHBKiia DESIGN REPORT FOR PUBLIC WATER SYSTEM PACIFIC RIM COUNTRY CLUB AND RESORT COMMUNITY MAY, 1986 Prepared by: Woodside/Kubota & Associates, Inc. Carlsbad , Cali forni a WOOD! IB WOODSIDK/KUBOTA « ASSOCIATVS, INC. INDEX SECTION DESCRIPTION ^ PAGE NUMBER INTRODUCTION II SCOPE AND PROCESS OF STUDY PLAN III RECOMMENDATIONS FOR PUBLIC WATER SYSTEM IV SUMMARY 10 APPENDIX HHH WOOD! IS SIDH/KimOT* « ASSOCIA-m, INC. fliiainaBiiS SECTION I INTRODUCTION Pacific Rim Country Club and Resort is a new community consisting of 1.400 acres that is located north of the Batiquitos Lagoon and situated between the Interstate 5 Freeway and El Camino Real. The entire community is strategically located in a virtually undevelqped area that has been utilized for agriculture in the various sections where cultivation is appropriate and the remainder of the property is rolling hills and great stands of eucalyptus trees. The entire new community is the subject of long-term and intensive evaluations by all the various disciplines and this report focuses upon the important public facilities, namely the public water system that will provide service to the entire area and be in full conformity to the adopted "Master Plan of Public Facilities of the Costa Real Municipal Water District", the public water agency for the entire development. This design report is intended to be an active plan that will spe- cifically identify all of the various public water system facilities that will be necessary in order to provide complete water service to the entire community as well as have continuity and service to the adjoining lands in accordance with the adopted master plan. The report is intended to be an overall guideline for the systematic design and construction of the public water system facilities fully - 1 - wBB wooc n WOODSIDK/KUBOT* « ASSOCIATU. INC. integrating into the design concepts for the various land uses and the other public facilities, namely the street system, the sanitary sewer system and the drainage system, that will be a part of the overall construction program. - 2 - WOOD n WOODSIDK/KUBOTA A ASSOCIAIU, INC. SECTION II SCOPE AND PROCESS OF STUDY PLAN The initial efforts of this design report focused upon the detailed introduction and understanding of the specific development plans and concepts for the entire community. After completion of this introductory program, consultations have been held with the City, of Carlsbad Fire Department and the Costa Real Municipal Water District to ascertain all of the concerns and needs of the public agencies that will have a direct input, review and approval responsibility for the entire public water system facilities program. Upon the conclusion of preliminary steps, there has been a direct comparison made of the proposed development plan to the development concepts as interpreted for the preparation of the currently adopted "Master Plan of Public Water System Facilities", taking into account the full scope of water system requirements for domestic use. commercial use and landscape water service, including both active and passive landscaping, and there have been identified the projected public water system requirements. Additionally, there has been a major focus upon the water system needs to service the full 18-hole championship golf course that will be constructed and a particular look at any publi c water system requi rements for the Batiquitos Lagoon area (potable water service). With the compilation of all of the input from the regulatory agencies and an analysis of the total water system requirements for the entire new community, we - 3 - WOOD n «IOH/KU«OTA A ASSOCIATMS, INC. •NOIHBBHa have made a detailed engineering analysis of the specific components of the public water system facilities that will be necessary to provide an adequate level of water service. In addition to the full level of mathematical calculations utilizing a "computer program", there has been an intensive study of all of the design 1 ayouts for the urban uses along with street patterns and the easements for other utilities so that ultimately there can b^ a practical 1 ayout of the public water system facilities that can be built along with the specific subdivisions. - 4 - WOODSIDVKUBOTA A ASSOCIATKS, INC. n SECTION III RECOMMENDATIONS FOR PUBLIC WATER SYSTEM Exhibit "A" is a plat map which shows in detail and specifics the recommended public water system layout for the entire Pacific Rim development. Additionally, there is Included in the Appendix of this report the complete "computer runs" that set forth the details of all of the mathematical calculations that form the basis of the recommended water system. First of all, it is understood that the entire study program is based upon a follow-up and reevaluation of all of the water system components that have been previously identified in the adopted master plan report and all of the design parameters are as identified In the master plan report. Accordingly, the entire community has been evaluated and we have determined that water service must be provided for the full range of the three pressure gradients that are described as follows: Elevation Served Hydraulic Grade Pressure Zone I (Red) 0 - 120 feet 318 feet Pressure Zone II (Blue) 120 - 260 feet 384 feet Pressure Zone III (Green) 260 - 384 feet 550 feet - 5 - HHH WOOD n WOODSIDK/KUBOTA A ASSOCIATKS, INC. The overall water system layout shows in detail the three pressure gradients. The majority of the development area will have water service from gradient elevation 384 (the "D" Reservoir system). Where there is continuity from the intermediate to the lowest pressure zone (318), we have identified two major linkages; one along the center area of the development and one along the southwesterly corner that will bring elevation 384 water seryice to the entire southwest corner of the Water District. We also point out that the Pacific Rim water system will pick up the two major connections that are projected westerly from El Camino Real, namely Alga Road and Arenal Road. These two connections provide for the important linkage of the entire La Costa area to provide supplementary water service to the 318 zone as well as an alternate routing for water to the lowest zone in an easterly direction. Water storage requirements for the entire Pacific Rim development would be coming from the Santa Fe II Reservoir (9.0 M.G.), the intermediate 550 gradient from the major pressure-regulating station locat ed at El Cam Ino Real and Pal omar Ai rport Road, and the "D" Reservoir systems. The overall network of transmission mains also provides flexibility to permit service from the La Costa Hi Reservoir as well as La Costa Reservoir (a total of 7.5 M.G. presently with an additional 1.5 M.G. reservoir to be constructed at the La Costa Reservoir site - elevation 318). - 6 - HHH WOOD TB WOODSIDS/KUSOTA A ASSOCIATKS, INC. Insofar as the Pacific Rim development is concerned, major storage requirements will be met from the expansion of capacity at the "D" Reservoir sites. The following is a tabulation of the dwelling units that are projected under the current development concepts, segregated into the various pressure gradients, and you will note that the major segment of the overall development will have service from the "D" Reservoir system: Pressure Zones Dwelling Units I (Red) 750 II (Blue) 2,769 III (Green) 1,036 TOTAL 4,555 As mentioned previously, the overall layout of the arterial - transmission facilities provides for total flexibility in the operations of the water system and we point out the fact that in keeping with the master plan program, which has been in effect since 1976, there will be full integration with the water service that is heading westerly from El Camino Real, namely the "Seaport Development". On the west side of Pacific Rim. there has been extensive development in the area of Sea Pines and Spinnaker Hills and here again, all of the existing water system facilities that have already been constructed and are in service will tie into the new facilities of Pacific Rim so that there is completion of the - 7 - HHH WOOD n WOOOSIDS/KUSOTA A ASSOCIATKS, INC. entire network of facilities for that southerly and southwesterly quadrant of the entire District. The Water District has recently completed the high-pressure water ma in that parallels the gravity service line westerly from the "D" Reservoir and there will be a complete loop for that gradient water service southerly, easterly and northerly back to .the high-pressure pipeline that serves the area between El Camino Real and "D" Reservoir. The Water District owns and operates an existing 18-inch transmission main which traverses the northwesterly corner of the development (Planning Area 33). Future detailed design concepts for this area may result in grading operations so that portions of the transmission main may have to be relocated. The development recognizes the possibility of this action subject to the review and approval of the Di stri ct. A portion of the 12-Inch transmission main (H.G. 318) at the southwest corner of the development is shown per Exhibit "A", located along the shoreline of the Batiquitos Lagoon. This preliminary location is parallel to an existing public sewer main. The final location of the transmission main will depend on the detailed design of the area and restrictions of the Water District and the agency controlling the shorel1ne area . HHH WOOD n WOOOSIDK/KUSOTA A ASSOCIATKS, INC. The detailed computer data sheets included within the Appendix are the complete information for the technical evaluation of the recommended public water system facilities. There are also included the assignment of flows and the land use information that was established for the entire development which form the basis of the various flow quantities. - 9 - HHH WOOD n SIDK/KUSOTA « ASSOCIATKS, INC. HBIHKBWS 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 layout for the entire Pacific Rim Resort and Community development. Following the review and formal adoption of the "design report", it would be appropriate for the development to proceed with an overall "phasing plan" for both the pipeline and reservoir storage requirements to be in concert with the overall development schedule of the entire community. At such time that individual areas within the development community are processed as subdivisions, there would be a specific engineering design utilizing in total the design concepts as set forth herein. - 10 - HHH WOOD n SIDH/KUBOTA A ASSOCIATKS. INC. • NOIHsam APPENDIX LAND USE MAP FOR PACIFIC RIM (PROVIDED BY VTN) DOMESTIC FLOW BREAKDOWN COMPUTER RUNS SUMMARY RESIDENTIAL COMMERCIAL 4M4 1 10 1 * >•• IOI 11 >** »0 14 M.* m 1* •7.1 IM >• ••.1 1* IT 11.1 *4 I« M.I 111 1* W.I 11 SUBTOTAL 397.S 73T MP 1! . HI 9» I J«7 « 1* 7 IM • 31.S >M It 14.1 lit 1. • 1.1 11* 11 IO* <ll tl ir.( 1)1 T* t7.J It* I* lOI 17* I. ll.l 11) )• Il.t 170 11 11.0 • 7 I. 7«« 7U » a. 4 • )• 51 ON liSSST" 11 11.0 CH mwt 1 11.9 CV f 1 1.1 11 • 1 SUBTOTAL 54.B OPEN SPACE GC 1 nil P ». 11 UO L um 11 17T.1 REC 10 i.i SUBTOTAL SCHOOL l~s-|[^=T TOTALS 1402 ACRES 4555 UNITS auBTOTAL TOTAL 3818 43SS 'D)E¥lL©PlMIi[MIT PL/m TH fACTlC RlM CCUNTKV aU6 Af* «SO«T :< U S I I N t* A N % I H • s g o u p - FIows For Pacific R t m Residential Area Us« Gross Area Owe 11t ng GPO/DU OPD Ave. Oay Peak Hour •i No. Acres Units GPM GPM 3 SF 10. 2 27 780 21060 15 60 4 SF 26. . 6 103 550 56650 39 156 M 13 SF 65. 4 80 1550 124000 86 344 14 SF 20, ,9 51 840 42840 30 120 2* SF 57. 8 182 660 120120 83 332 •1 25 SF 16. 1 38 860 32680 23 92 27 SF 21 . 2 54 800 43200 30 120 26 SF 48. , 7 128 730 99840 69 276 IK 29 SF 30. 9 76 830 63080 44 176 5 MF 24. 4 239 230 54970 38 152 m 7 MF 44 . 5 367 220 80740 56 224 8 MF 26. 7 150 270 40500 28 H2 m 9 MF 22 . 5 100 290 29000 20 80 12 MF 26. 1 227 220 49940 35 140 15 MF 23. 2 338 220 74360 52 208 to 16 MF 10. 9 121 220 26620 18 72 1 7 MF 17, ,8 J23 230 28290 20 80 — 18 MF 17. . 3 154 260 40040 28 112 19 MF 20, , 5 276 220 60720 42 168 20 MF 11 . , 3 137 220 30140 21 64 21 MF 21 , 4 270 220 59400 4 1 164 22 MF 29. , 0 97 220 21340 15 60 tti 26 MF 76, , 4 744 220 163680 114 456 30 MF 68. 4 475 240 1 14000 79 316 Sub Tota 1026 GPM 4 104 GPM Non-Re$ i den t i a — Area Use Area GPD/Ac r e GPD Ave. Day Peak H( Ml No. Acres GPM GPM 23 CN 15 3000 45000 31 124 2 CH 27. 5 3500 96250 67 268 m 1 1 CV 2.4 1800 4320 3 12 32 CV 9.9 1800 1 7820 12 48 m 1 GC 173 .6 2200 38 1920 265 1060 33 P 30 2200 66000 46 184 31 L 377 . I 0 0 0 0 m 10 REC 8.2 2200 18040 13 52 6 S 15.8 2200 34760 24 96 m Sub Total = 461 GPM 1844 m Totals = 1487 GPM 5948 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. PEAK HOUR FLOW DATE: 05-28-1986 FILENAME: PRP8602P NO OF TRIALS = 7 - ACCURACY ATTAINED = 0 000201 TIME: 15:11 44 PAGE: 1 PIPE NODE NODE LENGTH DIA-FLOW VELOCITY HEAD MINOR PUMP m NO • 1 *2 RATE LOSS LOSS HEAD m 1 1 2 1400.0 16 0 402-91 0 64 0 19 0 00 000 m 2 2 3 3000.0 16 0 202 - 79 0 32 Oil 0 00 0 00 mt 3 3 4 150 -0 14 0 202 79 0-42 0 01 0 00 0 00 4 4 19 3450 0 14.0 108 65 0 23 0 08 0 00 0 00 m 5 19 20 1050 0 12 0 79.09-0 22-003 0 00 000 6 20 21 650-0 12 0 79 09-0 22-0 02 0 00 0 00 7 21 23 550-0 12-0 141 09-0 40-0 04 0-00 0.00 m 8 23 30 700-0 12-0 398.74 1 - 13 0 38 0 00 0-00 9 30 31 500-0 12 0 472.00 1 34 037 0-00 000 m 10 31 38 500 . 0 12-0 304 72 0 86 0- 16 0 00 000 11 38 42 1700.0 10-0 131 75 0-54 028 0 00 000 12 42 43 1400-0 120 25-00 0 07 000 0.00 0.00 mm 13 2 6 750-0 12.0 200-12 057 0. 11 000 0-00 14 6 5 2200.0 8 0 80.47 0 51 0 44 000 0 00 m 15 4 5 1600.0 8-0 94. 15 0-60 043 000 0 00 16 6 7 2050.0 8-0 119.65 0 76 0 85 0 00 O.OO 17 7 18 1000.0 80 25.65-0- 16-0 02 000 000 IM 18 17 18 550 . 0 8 0 25-65 0- 16 001 0 00 0 00 19 17 19 1500 - 0 8-0 129-74-0-83-0 .72 0-00 000 mm 20 17 14 1400.0 80 49-09 0 31 0-11 0 00 0-00 21 14 15 500.0 80 11562-0 74-0- 19 000 0-00 tti 22 5 15 350 0 8-0 174-62 111 0 29 0-00 0-00 23 15 16 500 . 0 8-0 30 00 0- 19 002 0-00 0 00 24 7 8 200 -0 8 0 145 30 0 93 0 12 0 00 0 00 Mi 25 8 9 550 . 0 8.0 58 . 48 0-37 006 0 00 0 00 26 9 13 500-0 80 28 48 0- 18 0 01 0 00 0 00 27 12 13 300 0 8-0 10.18-0-06-000 000 000 28 11 12 400-0 80 19 82 0 13 OOI 0-00 000 29 10 11 300-0 8-0 26 . 82 0-17 001 0-00 0-00 30 8 10 600 0 80 56 . 82 036 0 06 0 00 0-00 31 13 14 900 . 0 80 64.70-0 41-0 . 12 0 00 0 00 m 32 21 22 550 -0 10.0 50 . 00 0 20 002 0 00 000 33 23 24 500 . 0 16-0 539-83-0 86-0- 12 0-00 0-00 34 24 25 450 0 16 0 732 - 09-1 17-0- 18 0.00 0-00 m 35 24 26 450 -0 80 167 26 1 .07 0-35 000 0 00 36 26 27 350.0 80 19-00 0 12 0-00 0 00 0-00 37 26 28 250.0 8 0 123.26 079 0-11 000 000 tti 38 28 30 200.0 80 73-26 0 47 003 0 00 0.00 39 28 29 500-0 80 25-00 0. 16 001 000 000 imm 40 31 32 350 . 0 8 0 167 28 1 07 0 27 0 00 000 41 32 33 400 -0 80 74 . 00 047 0 07 000 0 00 lm 42 32 34 850 0 80 69-28 044 0 13 0 00 0 00 43 34 35 400 . 0 8-0 45 28 029 0 03 0-00 0.00 mm 44 35 36 450-0 8 0 21 -28 0-14 0 01 000 000 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. PEAK HOUR FLOW DATE: 05-28-1986 FILENAME: PRPe602P TIME 15:1357 PAGE - 2 PIPE NODE NODE LENGTH DIA-FLOW VELOCITY HEAD MINOR PUMP NO *1 «2 RATE LOSS LOSS HEAD 45 36 38 750 0 8 0 11097-0 71-0 27 000 0 00 46 36 37 900 0 80 25.00 0- 16 0-02 000 000 HI 47 36 39 300 -0 80 68 -25 0 44 0 04 0 00 0-00 48 39 42 650-0 80 36 75-0 23-0-03 0 00 0.00 iM 49 39 40 450 0 80 60 00 0 38 0 05 000 0 00 50 40 41 250 -0 80 20 -00 0 13 000 0 00 0.00 tti 51 0 25 20 16-0 1732 09 2 76 0 00 0 00 000 52 0 1 2 0 160 402.91 0 64 000 0-00 0 00 60 50 51 900 .0 10 0 334.40 1 37 0 85 0 00 0. 00 m 61 51 52 1100-0 80 334 - 40 2-13 3 06 0-00 000 62 52 63 1750 0 120 727.08-2 06-2 85 0 00 0 00 •Pi 63 63 72 3000 - 0 24 . 0 8128.51 5 -76 14 .62 0 00 0 00 64 71 72 600-0 12.0 1853-51-5 26-5 53 0 00 0-00 65 70 71 600-0 12-0 185351-5-26-5 53 000 0 00 _ 66 69 70 700 . 0 12 0 1264-78-3 59-3 . 18 000 0 00 67 68 69 1200 - 0 14-0 1631 49 3 . 40 4 12 0 00 0 00 Ml 68 62 68 850 . 0 140 1631 49 3 40 2 92 0 00 0-00 69 62 63 2950-0 16. 0 3506.09-5-59-21 -82 0 00 0 00 •M 70 62 59 950 0 120 236.48-0 67-0 19 0 00 0 00 Si 71 59 55 1550-0 12-0 489.12-1 39-1 21 000 0 00 72 55 54 2100 0 12.0 658 48-1 87-2 85 0 00 0 00 mm 73 54 53 1650.0 12.0 982-48-2 79-4 . 70 0 00 000 74 53 52 3050 0 12.0 1061 48-3 01-10 02 000 000 9m 75 62 64 500 0 16-0 2111 08 3 . 37 1 -45 0 00 0.00 76 64 65 1200-0 8-0 107.00 0 68 0 41 0 00 0-00 77 64 66 1500 0 16-0 1904.08 3.04 3 -58 000 0-00 mm 78 66 67 1800-0 160 181808 2 . 90 3 . 95 0-00 000 79 60 61 400 -0 120 50.00 0-14 000 000 000 80 59 60 300-0 120 74 . 00 021 0 01 000 000 Mt 81 59 58 600 0 12-0 178-64 0-51 0-07 000 0-00 82 57 58 1300.0 12 0 78 - 64-0 22-0 03 0 00 000 mm 83 57 56 1400-0 80 88-36-0.56-0 .33 000 0 00 84 56 55 1250-0 8 0 169-36-1 08-099 000 0.00 m 85 69 77 500-0 14.0 2849-27 5-94 4 83 0 00 000 86 76 77 200 -0 8 0 500-73 3 . 20 1 . 18 000 000 87 75 76 300-0 80 515.73 3-29 1 -86 000 0.00 Mi 88 74 75 300 0 80 535.73 3 -42 2 00 0 00 0-00 89 73 74 250 0 80 555-73 3.55 1 78 0 00 000 «• 90 70 73 150 0 8 0 585.73 3 . 74 1 18 0 00 0 00 91 77 78 1700 0 16 0 3292.00 5.25 11-19 000 0 00 92 78 86 950 0 12 0 1506 67 4 27 5 97 0 00 0 00 93 78 80 1000 0 12-0 1585.33 4 50 6 . 90 0 00 0 00 94 79 80 1250 0 8 0 12500-0 80-0 56 0 00 0 00 Ml 95 80 81 250-0 12 0 1435.33 4.07 1 44 000 0-00 96 81 82 250 -0 8 0 25 . 00 0- 16 0 01 0 00 0 00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, PEAK HOUR FLOW DATE: 05-28-1986 FILENAME: PRP8602P TIME: 15:15:35 PAGE. 3 PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP m NO *1 *2 RATE LOSS LOSS HEAD 97 81 83 400 -0 120 1385.33 3 93 2 15 0 00 0-00 mm 98 83 84 400 . 0 12.0 1243-33 3 53 1 -76 0 00 0 00 m 99 84 86 1000 0 12 0 1506 67-4 27-6 28 0 00 0 00 100 84 85 700 . 0 14 0 2625 00 5 47 5 81 0 00 000 NM 101 0 63 100 0 24-0 12361 68 8-77 1 06 0 00 0 00 102 0 101 1 0 18 0 1641.00 2 07 0 00 0 00 0 00 tti 103 0 50 1 0 10 0 334-40 1 37 0 00 0 00 0 00 104 25 67 10000.0 0 1 0 00-0 18-46-49 0 00 0 00 110 100 101 700 . 0 18-0 829 00-1 .05-0 .20 0 00 0, 00 •I 111 101 103 800 0 12.0 812.00 2 30 1 -60 0 00 0 00 112 102 103 550 . 0 12-0 268.00-0-76-0. 14 000 0 00 pn 113 103 104 1900 - 0 12.0 165.00 047 0 20 0 00 000 IN 114 104 105 400 . 0 120 50-00 0- 14 0-00 000 000 115 104 106 900 . 0 12-0 50 . 00 0 14 0 01 0-00 0 00 mm 116 100 107 3000 - 0 12-0 265.67 0-75 0-76 0-00 000 117 107 108 1150 - 0 80 265.67 1 70 2 -09 0-00 0 00 m 118 108 109 300.0 8-0 118.98 0 76 0- 12 000 000 119 109 110 250 . 0 80 91-98 0 59 0-06 0 00 0 00 120 110 111 700-0 80 64-98 0.41 0-09 0 00 0-00 m 121 108 116 650-0 8-0 119.69 0 76 0 27 0 00 0 00 122 116 117 250-0 80 48.04 0-31 0 02 0 00 000 m 123 115 116 250-0 8-0 44.65-0 28-0 02 0.00 0-00 •i 124 114 115 200-0 8-0 0-79 001 0-00 0 00 0 00 125 111 114 300 . 0 80 22 98 0 15 0 01 0 00 0 00 iM 126 111 112 400.0 8-0 15.00 0.10 0-00 0 00 0 00 127 112 113 250-0 80 5-00 0 03 0 00 000 0 00 Ml 128 114 121 400 . 0 80 2-20 001 000 0 00 0 00 129 120 121 250 . 0 80 23.53-0 15-0 01 0 00 0 00 130 115 120 400 -0 8 0 18.43 0 12 0 01 0 00 0 00 131 119 120 250 0 8 0 14.96-0 10-0 00 0 00 0 00 132 117 119 300.0 80 21-04 0- 13 0 00 0 00 0 00 mm 133 118 119 250 . 0 8 0 9-00-0 06-0 00 0 00 0 00 134 121 122 650-0 80 41 33-0-26-0-04 000 0 00 Mi 135 122 123 1250 0 8 0 68.33-0 44-0 18 0 00 0 00 136 123 128 550-0 12 0 454-33-1 29-038 0 00 0 00 137 127 128 650 0 80 59.00-0 38-0 07 0 00 0 00 m 138 100 128 2500.0 12-0 563-33 1 .60 2 -54 0 00 0-00 139 123 124 250 0 120 311 00 0 88 0-08 0 00 000 mm 140 124 125 1000 0 80 172 - 00 1 - 10 0-81 000 0 00 tti 141 125 126 700-0 80 86 . 00 0 55 0-16 0 00 0 00 LINE NO- 142 IS SHUT OFF PIPE DISTRIBUTION SYSTEM ANALYSIS ~ SOLUTION ~ PACIFIC RIM. PEAK HOUR FLOW DATE 05-28-1986 MH FILENAME: PRP8602P JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO (ft) (DSi) GRADE iii 1 164 0 0 0 66 .7 318 0 2 107 . 0 00 91 .4 317-8 MP 3 58-0 00 1125 3177 m 4 40 . 0 00 120 -3 317-7 5 104 0 0 0 92 -4 317 3 mm 6 180 0 0 0 59 7 317 7 7 134 0 0 0 79 2 316 8 m 8 123 0 30 .0 83 9 316 7 9 105 . 0 30 -0 91 7 316 7 10 135 . 0 30 . 0 78 -7 316 7 m 11 150.0 70 72-2 316-7 12 1300 30 0 80.9 3167 13 108 0 83 . 0 90.4 316.7 14 70 -0 100 0 106.9 316 8 15 107 . 0 29-0 910 317-0 PM 16 102-0 30-0 93 1 317 0 17 134.0 55-0 79 . 2 316.9 18 138 0 00 77 5 316 9 19 50 . 0 58 . 0 1160 317-6 20 40 . 0 0 0 120-3 317 6 21 30 0 12 0 124-6 317 7 22 60 -0 50 0 1116 317 6 — 23 40 0 0-0 120.3 317 - 7 24 68-0 25-0 108-3 317 8 IMO 25 85 . 0 1000.0 101 .0 318.0 26 47.0 25-0 117-2 317.5 27 62 . 0 19.0 110.7 3175 Mt 28 410 25.0 119 8 317 4 29 51 0 25 . 0 115.4 3173 MB 30 34 -0 0-0 122 8 3173 Ml 31 44 0 0-0 118.3 317.0 32 50 . 0 24-0 1 15-6 3167 IMI 33 70 . 0 74 .0 106 . 9 3166 34 75-0 24 -0 1047 316 6 Ml 35 81 0 24-0 102- 1 316 5 36 55.0 39 0 113 3 316 5 37 80 . 0 25.0 102.5 316.5 tti 38 56 . 0 62 0 113.0 316 8 39 60.0 45.0 111-1 3165 •1 40 69 . 0 40 0 107 -2 316 4 Ml 41 75 . 0 20 . 0 104-6 316.4 42 49-0 70 -0 115-9 316 5 Mi 43 10-0 25 . 0 132 -8 316.5 50 230-0 00 66 7 384 0 iM 51 200 0 00 79 -4 383-2 52 290 . 0 00 39 0 380 1 M 53 228 . 0 79.0 61-6 370. 1 54 132-0 324 0 101 - 1 365 . 4 55 127 -0 00 102. 1 362 5 56 105.0 81 0 1112 361-5 TIME 15:1705 PAGE 4 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, PEAK HOUR FLOW DATE: 05-28-1986 FILENAME: PRP8602P JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC m NO <ft) <Dsi) GRADE 57 230.0 167-0 56-9 361 .2 mm 58 260-0 100 0 43 9 361 2 m 59 274 0 00 37 8 361 3 60 260 0 24 0 43 9 361 3 wm> 61 225 0 50-0 59 1 361 .3 62 298 . 0 0-0 27 4 361 1 m 63 370 0 00 5 6 382 9 64 264.0 100.0 41 5 359 7 mm 65 160 0 107 0 86 3 359 3 m 66 270-0 86-0 37 . 3 356 1 67 85 0 86 0 115 8 352 1 m 68 235-0 0-0 53 4 358 . 2 im 69 220.0 47 0 58 1 354 1 70 240-0 30 50-8 357-3 71 280-0 00 35 9 362-8 72 310-0 6275.0 25 . 3 368-3 •1 73 239-0 30 0 50 7 356- 1 74 225.0 20-0 56.0 354-3 IM> 75 208 . 0 20-0 62-5 352 3 tti 76 205 0 150 63.0 350.4 77 202 . 0 58 0 63 8 349 2 — 78 230-0 200.0 46 . 8 338- 1 79 115-0 125 0 93-4 330-6 Mi 80 190.0 25.0 61 -2 331 .2 P~ 81 185 . 0 25 0 62 . 7 329-7 82 190.0 25 . 0 60 -5 329.7 OT 83 170.0 142-0 68-3 327.6 84 191 0 125 . 0 58.4 325 . 8 85 130-0 2625.0 82.3 320.0 86 225.0 OO 46-4 332 1 100 370.0 0 0 77.9 549 8 101 330-0 0-0 95 . 3 550 -0 102 300-0 268 0 1076 548 3 IH 103 290 0 379 -0 112-0 548 . 4 104 265 0 65 0 122 7 548 -2 105 300-0 50 0 107 -6 548 2 Itt 106 300-0 50-0 107 5 548 2 107 310.0 00 103 . 6 549 -0 OT 108 245-0 27 -0 130 8 546 9 tti 109 262 0 27.0 123.4 546 8 1 10 255.0 27 . 0 126 4 546 8 OT 11 1 279 . 0 27 . 0 116-0 546 . 7 112 3100 10 0 102-6 546 -7 w 113 315-0 50 100.4 546 . 7 114 285.0 20.0 113-4 546 . 7 TIME 15:1827 PAGE: 5 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, PEAK HOUR FLOW DATE: 05-28-1986 FILENAME: PRP8602P TIME 15:19 44 PAGE 6 JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC m NO. <ft) (osi) GRADE 115 274.0 27 0 118-2 546 7 OT 116 262 0 27 0 123 -4 546 7 m 117 272 0 27.0 119 0 546 7 118 270 - 0 9-0 119.9 546 7 m 1 19 274-0 27-0 118. 1 546 7 120 285.0 27-0 113.4 546 7 121 291 - 0 20-0 110.8 546 7 KH 122 250 0 27-0 128-6 546 7 123 298 - 0 75 0 107 . 8 546 9 m 124 281.0 139.0 115.2 546 8 125 280 - 0 86 0 115.3 546 0 m 126 270 0 86.0 119-5 545 8 m 127 340 - 0 59 0 89 8 547 2 128 340 - 0 50 -0 89 . 8 547 3 THE NET SYSTEM DEMAND = 14740 • SUMMARY OF INFLOWS(-I-) AND OUTFLOWS< -) AW PIPE NO FLOW 52 402.91 tti 101 X12361-68 102 1641-00 OT 103 334 - 40 lm SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS MAXIMUMS >M 124 001 101 8-77 128 0-01 85 5-94 127 0-03 63 5.76 wm SUMMARY OF MINIMUM AND MAXIMUM HL/1000 Hi MINIMUMS MAXIMUMS 124 000 101 10.59 OT 128 0.00 85 9 -65 127 0 00 65 9.22 li Hi SUMMARY OF MINIMUM AND MAXIMUM PRESSURES itt MINIMUMS MAXIMUMS 63 5.61 43 132.82 OT 72 25-27 108 130-84 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION ~ PACIFIC RIM. PEAK HOUR FLOW DATE: 05-28-1986 TIME: 15:20:32 FILENAME: PRP8602P PAGE: 7 62 27.35 122 128-57 pi PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 57, RESORT DATE: 05-28-1986 TIME' 16 22 22 FILENAME: PACRIMF1 NO OF TRIALS = 8 - ACCURACY ATTAINED = 0 000187 PAGE 1 PIPE NODE NODE LENGTH OIA FLOW VELOCITY HEAD MINOR PUMP ttH NO *1 *2 RATE LOSS LOSS HEAD 1 1 2 1400 0 16-0 201 93 0-32 0-05 0 00 0 00 OT 2 2 3 3000 0 16 0 101 82 0 16 0 03 0 00 0 00 tti 3 3 4 150 0 14 0 101 82 0 21 0-00 0 00 0 00 4 4 19 3450 0 14 0 54 75 0 1 1 0 02 0 00 0 00 OT 5 19 20 1050 0 12 0 39.07-011-001 000 0-00 6 20 21 650 0 12 0 39.07-0 11-0-00 0 00 0' 00 JM 7 21 23 550 0 120 70-07-0 20-001 0 00 0-00 IM 8 23 30 700 0 12 0 199-39 0 57 0 10 000 0-00 9 30 31 500-0 12 0 236 00 067 0- 10 0-00 0 00 •I 10 31 38 500 -0 12 0 152-36 0 43 0-05 0-00 000 11 38 42 1700.0 10 .0 65-87 027 0-08 000 0-00 12 42 43 1400-0 12 0 12 50 004 000 000 0-00 m 13 2 6 750-0 12 0 100.12 028 0-03 0.00 0.00 14 6 5 2200-0 8 0 40-26 0 26 0 12 0 00 000 OT 15 4 5 1600.0 80 47-06 030 0. 12 000 000 16 6 7 2050.0 8 0 59 . 85 0 38 0 24 0 00 000 IM 17 7 18 1000.0 8 0 12-79-0-08-001 000 0.00 18 17 18 550 .0 80 12 79 008 000 0 00 0-00 19 17 19 1500-0 80 64.82-041-0-20 0-00 0.00 OT 20 17 14 1400-0 8 0 24 . 53 0. 16 003 0-00 0 00 21 14 15 500-0 80 57 83-0 37-005 0 00 0 00 — 22 5 15 350 0 80 87-33 0 56 0 08 0 00 0-00 OT 23 15 16 500 . 0 8-0 15 . 00 0. 10 0-00 0-00 0-00 24 7 8 200-0 8-0 72 . 65 0 46 003 0 00 0 00 mm 25 8 9 550 -0 80 29 . 24 0 19 0 02 000 0 00 26 9 13 500 0 8 0 14 . 24 0 09 0 00 0 00 000 m 27 12 13 300 -0 80 5 09-0 - 03-000 0 00 0 00 28 11 12 400-0 8 0 9 91 0 06 000 0 00 0 00 mm 29 10 11 300 -0 8 0 13 41 0 09 0-00 0 00 0 00 m 30 8 10 600 . 0 8 0 28 -41 0 18 0 02 0 00 000 31 13 14 900 0 8-0 32.35-0-21-0-03 000 000 OT 32 21 22 550-0 100 25-00 0 10 000 0 00 000 33 23 24 500 . 0 16 0 269.46-0-43-0-03 0-00 0-00 IB 34 24 25 450 0 16 0 365 57-0 58-005 0 00 0-00 35 24 26 450 0 8-0 83-61 0 53 0- 10 000 0-00 36 26 27 350 0 8-0 9-50 0 06 0 00 0 00 0 00 37 26 28 250 . 0 8-0 61 .61 0 39 003 0-00 000 38 28 30 200 0 80 36 61 0 23 0 01 000 000 OT 39 28 29 500.0 80 1250 0 08 000 0-00 0 00 m 40 31 32 350 . 0 8-0 83-64 053 0-07 0-00 000 41 32 33 400 . 0 80 37-00 0 24 002 0-00 000 m 42 32 34 850 . 0 8-0 34 64 0 22 004 0-00 0-00 43 34 35 400.0 8 0 22-64 0 14 001 0-00 0.00 Itt 44 35 36 450 -0 8 0 10-64 0 07 000 0 00 0-00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION ~ PACIFIC RIM. MAX DAY FIRE FLOW AT NODE 57. RESORT DATE: 05-28-1986 TIME- 16:24:49 FILENAME: PACRIMF1 PAGE: m PIPE NODE NODE LENGTH DIA. FLOW VELOCITY HEAD MINOR PUMP NO-• 1 #2 RATE LOSS LOSS HEAD 45 36 38 750 . 0 8-0 55 - 49-0 35-0 08 0-00 000 m 46 36 37 900 . 0 8-0 12.50 008 001 000 000 47 36 39 300-0 8 0 34-13 0 22 0 01 0 00 0 00 m 48 39 42 650 0 80 18-37-012-0-01 0-00 0 00 tti 49 39 40 450 0 8 0 30-00 0 19 0 01 0-00 000 50 40 41 250-0 8-0 10 -00 0-06 0 00 000 0 00 OT 51 0 25 2 0 16-0 1365 56 2 18 0 00 000 0 00 52 0 1 2 0 16-0 201 93 032 0-00 0 00 000 m 60 50 51 900 -0 10 0 410 91 1 68 1 24 0 00 0 00 61 51 52 11000 8 0 410-91 2-62 4 . 49 000 0-00 iM 62 52 63 1750 0 12 0 987 29-2 80-5 03 0-00 0 00 Hi 63 63 72 3000 0 24.0 5210.42 3-69 6 . 42 000 0-00 64 71 72 600.0 120 2000 - 42-5 67-6 37 0 00 000 M. 65 70 71 600 . 0 12.0 2000.42-5-67-6 .37 0-00 000 Hi 66 69 70 700 -0 120 1537.79-4-36-4 57 000 0.00 67 68 69 1200.0 14.0 364.42-0 76-0 26 000 0-00 M 68 62 68 850 0 14-0 364 - 42-0 76-0 18 0 00 000 69 62 63 2950 - 0 16 .0 3704-91-5-91-24. 17 0-00 000 Hi 70 62 59 950-0 12 0 2514.30 7- 13 15 41 0 00 000 71 59 55 1550 - 0 12.0 360 - 87-1 -02-0 69 0 00 0 00 mm 72 55 54 21000 120 1196 - 70-3 39-8 61 0 00 0-00 OT 73 54 53 1650.0 12.0 1358.70-3 85-8 56 0 00 0 00 74 53 52 3050-0 120 1398.20-3 97-16-69 0-00 0.00 mm 75 62 64 500 0 16-0 1555-03 2-48 0-82 000 000 76 64 65 1200 0 80 53.50 0 34 Oil 0 00 0 00 77 64 66 1500-0 16.0 1451.53 2-32 2 17 000 0-00 78 66 67 1800-0 16 0 1408.53 2 25 2-46 000 0-00 79 60 61 400-0 12-0 25 . 00 007 000 0-00 0 00 OT 80 59 60 300-0 12.0 37 -00 0 10 000 000 000 81 59 58 600 0 12.0 2838-17 8 -05 12- 18 0-00 000 82 57 58 1300.0 120 2788 17-791-25 54 0 00 0-00 Hi 83 57 56 1400-0 8-0 795 - 33-5-08-19-41 000 0-00 84 56 55 1250-0 8 0 835 - 83-5-33-19 00 0-00 000 OT 85 69 77 500-0 14.0 1149.87 2.40 0-90 000 0-00 86 76 77 200 0 80 418-63 2 67 0 84 0 00 0-00 tti 87 75 76 300-0 80 426.13 2 . 72 1 .31 000 0-00 88 74 75 300-0 80 436.13 2 78 1 37 0-00 0-00 89 73 74 250 0 80 446 13 2 85 1 19 0 00 0 00 OT 90 70 73 150 . 0 8-0 461 - 13 2 94 0 76 000 0 00 91 77 78 1700 0 160 1539 50 2 46 2 74 0 00 0 00 mm 92 78 86 950 0 12 0 699 47 1 98 1 44 0 00 000 93 78 80 1000 0 12 0 740 03 2 10 1 -68 000 000 94 79 80 1250 0 80 62 50-0 40-0 16 0 00 000 95 80 81 250 0 12.0 665-03 1 89 035 0 00 000 96 81 82 250 0 8 0 12 50 0 08 0 00 0 00 0 00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 57, RESORT DATE: 05-28-1986 TIME: 16 26 28 FILENAME: PACRIMFl PAGE PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP NO-*1 *2 RATE LOSS LOSS HEAD <m 97 81 83 400 - 0 12 0 640.03 1 82 0 51 000 0 00 Ml 98 83 84 400 0 12 0 569-03 1 61 041 0 00 0 00 99 84 86 1000.0 12 0 699-47-1 98-1 52 0 00 0 00 OT 100 84 85 700 -0 14.0 1206 00 2 51 1 37 0 00 0 00 tti 101 0 63 100 0 24 0 9902-62 7 02 0 .70 0 00 0 00 102 0 101 1 0 18 0 820 50 1 03 0 00 0 00 0 00 OT 103 0 50 1 0 10.0 410 91 1 . 68 0-00 000 000 104 25 67 10000 0 0 1 0 00-0 16-36 02 0 00 0,. 00 Itt 110 100 101 700-0 18-0 414.50-0 52-0 06 000 000 111 101 103 800 . 0 12 0 406 00 1 15 0 44 0-00 0.00 OT 112 102 103 550-0 12-0 134-00-0 38-004 0.00 0 00 m 1 13 103 104 1900 0 120 82-50 0 23 0 06 0 00 000 114 104 105 400 -0 12-0 25.00 0 07 000 0 00 000 OT 1 15 104 106 900 0 120 25-00 0 07 0 00 0-00 000 tti 116 100 107 3000 - 0 12 .0 132-83 038 0-21 0-00 0 00 117 107 108 1150-0 8-0 132.83 0-85 0 58 0.00 000 imm 118 108 109 300-0 80 59-49 038 003 0-00 000 119 109 110 250 0 8 0 45.99 0 29 0-02 0 00 0-00 OT 120 110 11 1 700 . 0 8-0 32-49 021 0-03 000 0.00 121 108 116 650 . 0 80 59 -84 0-38 007 0 00 0-00 mm 122 116 117 250-0 80 24-02 0- 15 001 000 0-00 W 123 115 116 250-0 80 22 32-0-14-0 00 0-00 000 124 114 115 200 -0 80 0-39 000 0-00 0 00 000 M. 125 111 114 300 .0 8 0 1 1 - 49 0 07 0 00 0.00 000 126 111 1 12 400-0 8-0 7-50 005 0.00 0-00 000 OT 127 1 12 113 250 -0 80 2-50 0 02 0 00 0-00 000 128 114 121 400.0 8-0 1 - 10 0 01 0-00 0 00 0-00 129 120 121 250 0 80 11.76-0 08-0 00 0 00 0.00 OT 130 115 120 400 -0 8 0 9 22 0 06 000 0 00 0 00 131 119 120 250-0 8 0 7 - 48-0 05-0 00 0 00 000 mm 132 117 119 300 -0 8 0 10 .52 0 07 0 00 000 0-00 m 133 1 18 119 250 . 0 80 4-50-0 03-0 00 0 00 000 134 121 122 650 0 80 20-67-0 13-0 01 0 00 000 OT 135 122 123 1250 0 8 0 34 - 17-0 22-005 000 0.00 136 123 128 550 . 0 12-0 227-17-0 64-0 10 000 0 00 tti 137 127 128 650 0 8 0 29 50-0 19-002 0-00 000 138 100 128 2500 0 12-0 281 67 080 0 70 0 00 000 OT 139 123 124 250 0 12 0 155-50 0 44 0 02 0-00 000 m 140 124 125 1000-0 8 0 86-00 055 0-23 0-00 0 00 141 125 126 700 -0 8 0 43-00 0 27 004 0 00 0.00 OT LINE NO. 142 IS SHUT OFF PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 57. RESORT m DATE: 05-28-1986 mm FILENAME: PACRIMFl JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC HU NO-(ft) (DSi) GRADE 1 164 0 0 0 66 7 318 0 iMr 2 107-0 00 91 .4 3179 ttL 3 58 0 00 112 6 317 9 4 40.0 00 120-4 3179 OT 5 104 .0 00 92-6 3178 m 6 180-0 00 59 8 317.9 7 134 0 0 0 79 6 317 7 OT 8 123-0 150 84 . 3 317 6 9 105 0 15 0 92. 1 317-6 m 10 135 0 15 0 79- 1 317-6 11 150-0 35 72 6 317 6 OT 12 130-0 150 81 3 3176 Mt 13 108-0 41 5 90 . 8 317-6 14 70 0 50 . 0 107-3 3177 OT 15 107-0 14-5 91 -3 317-7 16 102-0 150 93 5 317.7 17 134-0 27 5 79 6 317-7 18 138.0 0 0 77 9 317 7 19 50.0 29 -0 1 16 1 317-9 tH 20 40-0 0 0 120 4 317 9 21 30-0 6-0 124 8 317.9 mm 22 60-0 25 0 1118 317 9 OT 23 40-0 00 120.4 317-9 24 68 . 0 125 108 -3 3179 — 25 85 .0 1000.0 101 0 3180 26 47 . 0 125 117 4 317 9 27 62 . 0 95 110-9 317.8 28 41 0 12-5 120 0 317-8 29 51 .0 12-5 1156 317.8 mm 30 34 -0 00 123 -0 317 8 31 44 . 0 0-0 118-6 317-7 mm 32 50-0 12-0 116.0 317-6 m 33 70 . 0 37.0 107-3 317.6 34 75-0 12-0 105. 1 317.6 OT 35 81 .0 12-0 102.5 317.6 36 55 -0 195 1138 317.6 m 37 80 0 12 5 103 . 0 317-6 38 56 -0 31 0 1134 3177 OT 39 60 • 0 22-5 1116 3176 m 40 69-0 20-0 107-7 317 6 41 75-0 10-0 105- 1 317-6 M. 42 49-0 35-0 1164 317 6 iM 43 100 125 133 3 317-6 50 230 0 00 66 7 384 0 OT 51 200.0 0 0 79 2 382 8 52 290 0 0-0 38 -3 378 -3 OT 53 228.0 39 . 5 57.9 361 6 54 132 0 162-0 95 . 8 353 0 55 127 0 0-0 94 2 344 4 OT 56 105 0 40 5 95 5 325 4 TIME: 16-27:58 PAGE: 4 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 57. RESORT DATE: 05-28-1986 OT FILENAME: PACRIMFl JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO. (ft) (psi ) GRADE 57 230-0 3583.5 32 9 306 0 tti 58 260 0 50 . 0 31 0 331 5 59 274 .0 00 30 2 343 7 OT 60 260-0 12 0 36 3 343 7 itt 61 225 0 25-0 51 4 343 7 62 298 . 0 0 0 26 5 359 1 IM 63 370-0 0 0 5 8 383 3 lite 64 264 0 50-0 40 - 9 358 3 Ml 65 160 0 53 5 85 9 358 2 66 270 . 0 43 0 37 .3 356. 1 IM 67 85 -0 43 . 0 116 .4 353 7 68 235 0 00 53 . 9 359 3 69 220-0 23.5 60 5 359 6 OT 70 240-0 1 .5 53 8 364. 1 HE 71 280 0 00 39 2 370-5 72 3100 3210-0 29 0 376-9 73 239 0 15 0 53 . 9 363-4 74 225 . 0 10.0 59.4 362-2 m 75 208-0 10.0 66-2 360-8 76 205-0 75 67-0 359 . 5 mm 77 202 0 29-0 67-9 358 . 7 78 230-0 100.0 54.6 355-9 79 115-0 62.5 103-6 354. 1 m 80 1900 12-5 71 2 354-2 81 185-0 125 73 2 353 9 ^m 82 190 -0 12-5 71 .0 353-9 83 1700 71 0 79 5 353 4 84 191 .0 62-5 70 2 353 -0 85 130-0 1206.0 96 0 351-6 86 225 0 00 56- 1 354 .5 OT 100 370 . 0 0 0 78 0 549 . 9 Hi 101 330 0 0-0 95 3 550 . 0 102 300.0 1340 108. 1 549-5 OT 103 290-0 189-5 112-5 549 -6 104 265 0 32 -5 123 . 3 549 5 tti 105 300 0 25 . 0 108- 1 549 . 5 106 300 0 25 . 0 108- 1 549 5 107 310.0 00 103 9 549 7 tti 108 245.0 13 5 131 8 549 2 109 262 . 0 135 124 4 549- 1 OT 110 255 0 13 5 127 4 549- 1 tt» 111 279-0 13 5 117 0 549. 1 112 310 0 5 0 103 6 549 1 OT 113 315-0 2-5 101 .4 549. 1 1 14 285 0 100 1144 549- 1 TIME: 162921 PAGE: 5 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 57, RESORT DATE: 05-28-1986 OT FILENAME: PACRIMFl Hi JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO. (ft) (psi) GRADE 1 15 274 -0 13 5 119 2 549- 1 tti 116 262-0 13 5 124 .4 549- 1 117 272 0 13 5 120. 1 549- 1 OT 118 270 0 4 5 120 9 549. 1 Itt 1 19 274 0 13 5 1 19 2 549 1 120 285 .0 13 5 1144 549 1 OT 121 291 0 10 0 1118 549- 1 122 250-0 13 5 129.6 549 1 m 123 298-0 37 5 108-8 549. 1 124 281 0 69 5 116 2 549. 1 125 280-0 43 0 116-5 548-9 m 126 270 0 43 0 120-8 548 -8 127 340-0 29 5 90-7 549 . 2 OT 128 340 . 0 25 0 90 .7 549.2 -THE NET SYSTEM DEMAND = 11336 OT SUMMARY OF INFLOWS (-f) AND OUTFLOWS(-) PIPE NO FLOW Hi 52 101 201.93 9902 - 62 OT 102 820.50 tti 103 410-91 TIME: 16:30:38 PAGE: 6 SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS MAXIMUMS Mi 124 0 00 81 8 05 128 0 01 82 7 91 HI 127 0 02 70 7 13 133 0 03 101 7 02 OT 27 0 03 69 5 91 SUMMARY OF MINIMUM AND MAXIMUM HL/1000 MINIMUMS MAXIMUMS • 124 0 00 81 20 30 128 0 00 82 19 64 m 127 0 00 70 16 22 tti 12 0 00 84 15 20 133 0 00 83 13 86 tti PIPE DISTRIBUTION SYSTEM ANALYSIS ~ SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 57, RESORT DATE: 05-28-1986 TINE: 16:31:27 FILENAME: PACRIMF1 PAGE: 7 SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS MAXIMUMS m 63 5 76 43 133 29 62 26 49 108 131 80 OT 72 28 98 122 129 60 tti 59 30 21 110 127 44 58 31 00 21 124 76 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 54. SCHOOL DATE: 05-28-1986 FILENAME: PACRIMF2 NO. OF TRIALS = 8 - ACCURACY ATTAINED = O-000209 TIME: 16:35:25 PAGE 1 PIPE NODE NODE LENGTH OIA. FLOW VELOCITY HEAD MINOR PUMP tti NO *1 *2 RATE LOSS LOSS HEAD 1 1 2 1400 0 16 0 201 93 0-32 0 05 000 000 OT 2 2 3 3000.0 16 0 101 82 0 16 003 0 00 0.00 Hi 3 3 4 150 0 14 0 101 82 0-21 000 0-00 0 00 4 4 19 3450.0 14 0 54 75 Oil 002 0 00 0 00 OT 5 19 20 1050 0 12 0 39 07-0 11-0-01 0 00 0 00 Itt 6 20 21 650 -0 12 0 39 07-0 11-0-00 0.00 O'- 00 7 21 23 550 0 12 0 70 07-0 20-0.01 0 00 0-00 OT 8 23 30 700 0 12 0 199 39 057 0. 10 0.00 0 00 9 30 31 500 . 0 12 0 236 00 067 0- 10 0-00 0-00 IH 10 31 38 500 0 12 0 152 36 043 0-05 0 00 0.00 11 38 42 1700 - 0 10 0 65 87 027 0 08 0-00 000 OT 12 42 43 1400-0 12 0 12 50 004 0-00 000 0.00 OT 13 2 6 750 . 0 12 0 100 12 028 003 000 000 14 6 5 2200 - 0 8 0 40 26 026 0 12 000 000 mm 15 4 5 1600 0 8 0 47 06 030 0. 12 000 0 00 16 6 7 2050.0 8 0 59 85 0-38 024 0-00 0-00 17 7 18 1000 0 8 0 12 79-0 08-001 000 0 00 mm 18 17 18 550-0 8 0 12 79 008 000 000 0.00 19 17 19 1500 - 0 8 0 64 82-041-0-20 000 000 OT 20 17 14 1400-0 8 0 24 53 0. 16 0-03 0-00 0-00 21 14 15 500 . 0 8 0 57 83-0.37-005 0-00 000 OT 22 5 15 350 . 0 8 0 87 33 056 0-08 000 000 Hi 23 15 16 500 . 0 8 0 15 00 0- 10 000 0-00 0-00 24 7 8 200 . 0 8 0 72 65 046 0 03 0-00 000 OT 25 8 9 550 -0 8 0 29 24 0- 19 002 000 000 26 9 13 500 . 0 8 0 14 24 009 0-00 000 0 00 IB 27 12 13 300-0 8 0 5 09-0-03-0-00 0.00 000 28 11 12 400-0 8 0 9 91 0 06 0.00 0 00 0-00 29 10 11 300 0 8 0 13 41 009 000 000 0 00 Hi 30 8 10 600-0 8 0 28 41 0 18 002 0 00 000 31 13 14 900 . 0 8 0 32 35-0-21-003 0.00 0-00 OT 32 21 22 550 0 10 0 25 00 0. 10 0 00 0 00 000 tti 33 23 24 500.0 16 0 269 46-0 43-003 000 000 34 24 25 450 0 16 0 365 57-0 58-005 0 00 0-00 OT 35 24 26 450 -0 8 0 83 61 0 53 0. 10 0-00 000 36 26 27 350 -0 8 0 9 50 0 06 0-00 0-00 000 37 26 28 250 -0 8 0 61 61 039 0-03 000 0 00 38 28 30 200 0 8 0 36 61 0 23 0-01 0-00 0-00 39 28 29 500 . 0 8 0 12 50 008 000 0-00 000 40 31 32 350 -0 8 0 83 64 0 53 0 07 0-00 000 41 32 33 400 . 0 8 0 37 00 0-24 002 0-00 000 OT 42 32 34 850 -0 8 0 34 64 0 22 0 04 0-00 0 00 43 34 35 400-0 8 0 22 64 0 14 001 0 00 000 44 35 36 450-0 8 0 10 64 0 07 0 00 0 00 000 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY ^- FIRE FLOW AT NODE 54. SCHOOL DATE: 05-28-1986 TIME: 16:37:51 FILENAME: PACRIMF2 PAGE PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP OT NO. • 1 •2 RATE LOSS LOSS HEAD 45 36 38 750 0 8 0 55.49-0 35-008 0 00 0 00 Mi 46 36 37 900.0 8-0 12-50 008 0-01 000 0-00 47 36 39 300 0 8 0 34-13 0 22 0 01 0 00 000 iM 48 39 42 650 . 0 8 0 18 37-012-001 0 00 0 00 m 49 39 40 450 -0 8 0 30 00 0- 19 0 01 0 00 000 50 40 41 250 0 80 10-00 0 06 0 00 0-00 0 00 OT 51 0 25 2 0 16-0 1365-56 2- 18 0 00 000 0 00 52 0 1 20 160 201 93 0 .32 0-00 0-00 O'-OO 60 50 51 900 - 0 10 0 497-20 2 03 1 76 0-00 000 OT 61 51 52 1 1000 80 497.20 3 17 6 39 0-00 0-00 62 52 63 1750 0 12.0 1227 82-3 48-7 53 0 00 0.00 •• 63 63 72 3000.0 24.0 4898 - 95 3-47 5-72 0.00 0 00 64 71 72 600 -0 12 0 1688-95-4 79-4 66 0 00 000 OT 65 70 71 600-0 12-0 1688.95-4 79-4-66 000 0 00 OT 66 69 70 700 - 0 12-0 1282.10-3 64-3 26 0 00 0 00 67 68 69 1200-0 14 0 52-95-Oil-001 000 000 OT 68 62 68 850 . 0 14.0 52-95-Oil-0 01 0 00 000 iH 69 62 63 2950.0 16 0 3189.56-5 09-18-31 000 0-00 70 62 59 950-0 120 1687-48 4 . 79 7 36 000 0.00 M 71 59 55 1550.0 12-0 1213-65 3 . 44 6-52 000 0.00 72 55 54 2100.0 120 1476-48 4-19 12 71 0 00 0 00 OT 73 54 53 1650-0 120 1685.52-4.78-12-76 0 00 0 00 74 53 52 3050 0 12-0 1725-02-4-89-24 62 0-00 0-00 MB 75 62 64 500 -0 16-0 1555.03 2 -48 082 000 000 OT 76 64 65 1200.0 8-0 53.50 0 - 34 Oil 000 000 77 64 66 1500.0 16.0 1451.53 2 . 32 2- 17 000 0.00 — 78 66 67 1800.0 160 1408.53 2 25 2-46 000 0-00 79 60 61 400-0 12-0 25.00 007 0-00 000 000 OT 80 59 60 300.0 12 0 37 00 0 10 000 0 00 0 00 81 59 58 600-0 120 436-83 1 24 038 0.00 000 82 57 58 1300-0 12-0 386 - 83-1 - 10-0 66 000 0-00 •H 83 57 56 1400.0 80 303-33 1 .94 3 26 0-00 000 84 56 55 1250.0 8 0 262.83 1 68 2 -23 0 00 0-00 OT 85 69 77 500-0 14-0 1205.65 251 0-98 000 000 m 86 76 77 200 . 0 80 362 - 85 2 32 0 65 0 00 0-00 87 75 76 300-0 80 370-35 2 . 36 1 -01 000 000 m 88 74 75 300-0 8 0 380 - 35 2 43 1 06 0 00 0-00 89 73 74 250.0 8-0 390-35 2 . 49 093 000 000 m 90 70 73 150-0 80 405 - 35 2-59 0 60 0 00 000 91 77 78 1700 0 160 1539.50 2.46 2 74 0-00 000 m 92 78 86 950 0 12 0 699 47 1 98 1 44 000 0 00 H 93 78 80 1000 0 120 740 03 2 10 1 68 000 000 94 79 80 1250-0 8-0 62-50-0 40-0 16 000 0-00 OT 95 80 81 250 0 12-0 665.03 1 .89 0-35 0 00 0-00 OT 96 81 82 250 -0 8-0 12 50 0 08 0 00 0 00 000 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 54. SCHOOL DATE: 05-28-1986 TIME: 16:39:30 FILENAME: PACRIMF2 PAGE PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP OT NO-*1 42 RATE LOSS LOSS HEAD 97 81 83 400 0 12 0 640-03 1 82 0 51 000 0 00 IH 98 83 84 400-0 120 569 03 1 61 0 41 0 00 0 00 99 84 86 1000 0 12 0 699 - 47-1 98-1 52 0 00 0 00 100 84 85 700 0 14 0 1206 00 2 51 1 37 0 00 0 00 IB 101 0 63 100 0 24 0 9316 33 6 61 0 63 000 0 00 102 0 101 1 0 18 0 820 50 1 03 0 00 0 00 0 00 OT 103 0 50 1 0 100 497 20 2 03 0 00 0-00 0 00 •1 104 25 67 10000-0 0 1 0 00-0 17-41 64 000 o'.oo 1 10 100 101 700-0 180 414-50-0-52-006 0-00 0 00 OT 111 101 103 800 -0 12 0 406 00 1 - 15 0 44 000 0 00 112 102 103 550 0 12.0 134.00-0-38-004 0-00 0 00 OT 113 103 104 1900-0 12-0 82-50 0 23 0 06 0 00 0-00 114 104 105 400-0 120 25 . 00 007 0 00 0 00 000 115 104 106 900 0 120 25 . 00 0 07 0 00 0 00 0.00 tti 116 100 107 3000.0 12 0 132-83 038 0 21 000 000 117 107 108 1150-0 8-0 132-83 0 85 0 58 0-00 000 OT 118 108 109 300.0 80 59-49 0.38 0-03 000 0-00 IH 119 109 110 250-0 80 45.99 0 . 29 0 02 0 00 0 00 120 110 111 700 0 80 32.49 021 003 0-00 000 OT 121 108 116 650-0 80 59.84 0-38 0 07 000 0-00 122 116 117 250.0 8-0 24-02 0- 15 001 000 0 00 Hi 123 115 116 250 -0 80 22.32-0 14-0 00 0-00 0-00 124 114 115 200 . 0 80 039 0-00 0-00 000 000 OT 125 1 11 114 300.0 8 0 1 1 .49 0 07 0 00 000 000 Mi 126 111 112 400 . 0 80 7 . 50 005 0 .00 000 000 127 112 113 250-0 8 0 2 -50 0 02 0 00 0 00 0.00 OT 128 114 121 400.0 8-0 1 . 10 001 0-00 0.00 0-00 129 120 121 250 . 0 80 11.76-0-08-0-00 0 00 000 Mi 130 115 120 400 . 0 80 9-22 0 06 000 0-00 0-00 Mi 131 119 120 250 0 8-0 7 48-0 05-0.00 000 0 00 132 117 119 300 0 8-0 10-52 0 07 000 000 000 Itt 133 118 119 250 -0 8 0 4 50-0-03-000 000 0 00 134 121 122 650 . 0 80 20 67-0 13-0.01 0-00 0 00 OT 135 122 123 1250-0 8 0 34-17-0-22-0 05 0 00 000 IB 136 123 128 550.0 120 227.17-0 64-0. 10 000 0 00 137 127 128 650 0 8 0 29 50-0 19-0-02 0 00 0-00 OT 138 100 128 2500 0 12 0 281 67 0 80 0 70 000 0 00 139 123 124 250 0 12 0 155.50 0 44 0-02 0 00 000 OT 140 124 125 1000 0 8 0 86 .00 0 55 023 000 000 141 125 126 700-0 8 0 43 00 0 27 0 04 000 0 00 LINE NO- 142 IS SHUT OFF PIPE DISTRIBUTION SYSTEM ANALYSIS m — SOLUTION — PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 54, SCHOOL DATE: 05-28-1986 FILENAME: PACRIMF2 tti JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO-(ft) (psi) GRADE OT 1 164-0 0 0 66 . 7 3180 My. 2 107-0 0 0 91 .4 317 9 Hi 3 58-0 0 0 112-6 317 9 Mi 4 40 0 00 120-4 317-9 5 104 . 0 00 92-6 317 8 Ml 6 180 . 0 0-0 59 . 8 317.9 7 134-0 0 0 79-6 317 7 OT 8 123 -0 15-0 84 . 3 3176 HI 9 105 -0 15 0 92- 1 317.6 10 135-0 15-0 79- 1 317 6 OT 11 150 . 0 35 72 -6 317.6 12 130 -0 15-0 81 3 317 6 w 13 108 -0 41 -5 90-8 3176 14 70 -0 50-0 107 . 3 317 7 15 107 . 0 14-5 91 3 3177 OT 16 102 -0 150 93 5 317 7 17 134 . 0 27-5 79-6 317 7 18 138-0 0-0 77 9 317 7 19 50.0 29 . 0 116 1 317-9 20 40-0 0 0 120 4 3179 mm 21 30 -0 6-0 124-8 3179 22 60-0 1118 317 9 m 23 40.0 00 120 4 317 9 24 68-0 12-5 108 3 317 9 OT 25 85-0 1000.0 101 0 318 0 OT 26 47 . 0 125 117 4 317 9 27 62-0 9-5 110 9 317 8 OT 28 41 0 125 120 0 317 8 HI 29 51 .0 12-5 1156 3178 30 34 . 0 0 0 123-0 317 8 OT 31 44.0 00 1186 317-7 32 50-0 12.0 116-0 317-6 HI 33 70.0 37 . 0 107.3 317-6 34 75-0 12-0 105. 1 317-6 OT 35 81 -0 12-0 102.5 3176 36 55 . 0 19-5 113-8 317 6 37 80.0 12.5 103-0 3176 OT 38 56-0 31 0 1134 317 7 39 60-0 22-5 111-6 317.6 Hi 40 69 0 20 . 0 107-7 317 6 41 75-0 10.0 105 1 3176 42 49-0 35 . 0 1 16 4 317 6 HI 43 10.0 125 133 3 317-6 50 230 0 0 0 66 7 384 0 OT 51 200 . 0 0-0 79 0 382 2 IH 52 290-0 0 0 37 . 2 375 . 8 53 228.0 39 5 53-4 351 2 M> 54 1320 3162 - 0 89 5 338 5 55 127-0 0 0 97 1 351 .2 OT 56 105-0 40 5 107 6 353 4 TIME: 16:41:00 PAGE 4 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY -f FIRE FLOW AT NODE 54, SCHOOL DATE: 05-28-1986 TIME: 16:42:24 FILENAME: PACRIMF2 PAGE: JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC m NO. (ft) (psi ) GRADE m 57 230 0 83 5 54 . 9 356 7 m 58 260-0 50 0 42 2 357 -3 wm 59 274 .0 00 36 . 3 357 7 60 260 . 0 12 0 42 3 357 . 7 m 61 225-0 25 0 57 5 357 7 62 298-0 0-0 29 1 365 - 1 OT 63 370 0 0 0 58 383 4 •H 64 264-0 50 . 0 43 4 364 2 65 160-0 53 5 88-5 364 1 OT 66 270 -0 43 0 39 9 362- 1 67 85 0 43 0 119 0 359 6 Hi 68 235 0 00 56 4 365- 1 69 220-0 23 5 62 . 9 365- 1 70 240 . 0 1 5 55 . 6 368 . 3 IB 71 280-0 00 40-3 373-0 72 3100 3210.0 29-3 377-6 OT 73 239 . 0 15-0 55 . 8 367.7 Hi 74 225.0 10-0 61 5 366 . 8 75 208-0 100 68.4 365-7 OT 76 205 . 0 75 69-2 364-7 77 202 0 29.0 70 -2 364. 1 M 78 230-0 100-0 56.9 361 .4 79 1 15.0 62 5 106.0 359.5 mm 80 190-0 12-5 73 . 5 359 . 7 m 81 185-0 125 75 5 359 . 3 82 190 . 0 12.5 73 -4 359.3 OT 83 1700 71 -0 81 8 358 8 84 191 0 62 . 5 72 5 358 4 85 1300 1206 0 98 4 357 0 OT 86 225 -0 0-0 58 -5 359 - 9 100 370-0 0-0 78 . 0 549 9 m 101 330-0 00 95 -3 550-0 102 300.0 134 0 108- 1 549 -5 m 103 290-0 189 -5 112-5 549 6 m 104 265.0 32 5 123-3 549 -5 105 300-0 25-0 108 . 1 549-5 OT 106 300-0 25 0 108 1 549 -5 te 107 310-0 00 103 . 9 549 7 108 245-0 13-5 131 8 549 2 109 262 0 13.5 124 . 4 549 1 110 255.0 13 5 127 4 549 1 HI 111 279 0 13 5 1 170 549 - 1 112 3100 5 0 103 6 549- 1 OT 113 315.0 25 101-4 549. 1 Hi 114 285 0 10.0 114-4 549. 1 m PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 54. SCHOOL DATE: 05-28-1986 TIME: 16 43:41 FILENAME: PACRIMF2 PAGE: JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC OT NO-(ft) (psi) GRADE 115 274.0 13 5 119 2 549 1 116 262-0 13-5 124 4 549 1 117 272.0 13 5 120 1 549 1 1 18 270-0 45 120 9 549 1 m 119 274-0 13.5 119 2 549 1 120 285.0 13.5 114 4 549 1 OT 121 291.0 100 1118 549 1 HI 122 2500 13-5 129 . 6 549 1 123 298-0 37-5 108 -8 549 1 OT 124 281.0 69-5 116.2 549 1 125 280 0 43 0 116 5 548 9 tti 126 270-0 43.0 120 . 8 548 8 OT 127 128 340 - 0 29 - 5 340.0 25 -0 90 . 7 90-7 549 549 2 2 m THE NET SYSTEM DEMAND = 10836 OT SUMMARY OF INFLOWS(-I-) AND OUTFLOWS< -) m PIPE NO 52 FLOW 201 - 93 OT 101 102 9316 33 820.50 tti 103 497.20 OT OT SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS MAXIMUMS iM 124 0-00 101 6 61 HI 128 0-01 69 5.09 127 0. 02 74 4 - 89 m 133 0.03 65 4 -79 IB 27 003 70 4-79 OT SUMMARY OF MINIMUM AND MAXIMUM HL/1000 Hi MINIMUMS MAXIMUMS 124 000 74 8.07 OT 128 0 00 65 7-76 127 0-00 70 7.75 •1 12 0.00 73 7 73 OT 133 0 - 00 101 6 - 27 PIPE DISTRIBUTION SYSTEM ANALYSIS ~ SOLUTION ~ PACIFIC RIM, MAX DAY •^ FIRE FLOW AT NODE 54, SCHOOL DATE: 05-28-1986 TIME: 16:44:30 FILENAME: PACRIMF2 PAGE: 7 SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS MAXIMUMS m m 63 5 79 43 133 29 62 29 06 108 131 80 72 29 31 122 129 60 59 36 27 110 127 44 52 37 20 21 124 76 wit PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION ~ PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 123, COMERCIAL DATE: 05-28-1986 FILENAME: PACRIMF3 NO OF TRIALS = 8 - ACCURACY ATTAINED = O 000201 TIME: 16:48:00 PAGE: 1 PIPE NODE NODE LENGTH DIA-FLOW VELOCITY HEAD MINOR PUMP HI NO-*1 *2 RATE LOSS LOSS HEAD 1 1 2 1400 0 16 0 201 - 93 032 0 05 0-00 000 m 2 2 3 3000 0 16 0 101.82 0 16 0 03 0 00 0 00 itt 3 3 4 150 . 0 14-0 101-82 021 000 0-00 0 00 4 4 19 3450 - 0 14-0 54-75 Oil 0 02 0 00 000 OT 5 19 20 1050-0 120 39.07-0-11-0 01 000 000 6 20 21 650 -0 120 39.07-011-0 00 0-00 0 00 tti 7 21 23 550 . 0 12.0 70-07-0 20-0-01 000 0 00 8 23 30 700 0 120 199-39 0 57 0 10 0-00 0 00 9 30 31 500.0 120 236.00 0-67 0- 10 0 00 000 IB 10 31 38 500.0 12-0 152.36 0 43 0 05 0 00 0.00 11 38 42 1700.0 100 65.87 0-27 008 000 000 OT 12 42 43 1400.0 12 0 12 . 50 0 04 0 00 000 0 00 OT 13 2 6 750 . 0 12.0 100.12 028 003 0.00 000 14 6 5 2200.0 80 40 . 26 0 26 0. 12 000 0-00 OT 15 4 5 1600-0 80 47.06 0-30 0. 12 0-00 000 16 6 7 2050 - 0 8-0 59 . 85 0 38 0 24 000 0.00 • 17 7 18 1000-0 8.0 12-79-0-08-001 000 0-00 18 17 18 550.0 8-0 12-79 008 0-00 000 000 19 17 19 1500 - 0 8-0 64 - 82-0-41-020 000 0-00 Itt 20 17 14 1400 - 0 80 24.53 0. 16 0-03 000 0-00 21 14 15 500 . 0 8.0 57.83-0 37-0-05 0-00 0.00 OT 22 5 15 350-0 80 87.33 056 0-08 0.00 0-00 23 15 16 500-0 8.0 15.00 0. 10 000 000 0-00 ^m 24 7 8 200-0 80 72 . 65 0 46 0 03 0.00 000 Wt 25 8 9 550-0 80 29-24 0. 19 0-02 000 000 26 9 13 500 0 8 0 14 . 24 0 09 0 00 000 0 00 il 27 12 13 300 0 80 5 09-0 03-0-00 0.00 000 28 11 12 400 0 8 0 9 91 0 06 0-00 0 00 0-00 IH 29 10 11 300 . 0 8-0 1341 0-09 000 000 0-00 il 30 8 10 600 . 0 80 28.41 0 18 0 02 0-00 000 31 13 14 900 . 0 8-0 32.35-0.21-0-03 0-00 000 OT 32 21 22 550 . 0 10-0 25.00 0- 10 000 000 000 tti 33 23 24 500-0 160 269.46-0-43-0-03 0-00 000 34 24 25 450-0 16-0 365 - 57-0 58-0-05 0 00 000 Mt 35 24 26 450 -0 80 83-61 053 0- 10 0-00 0 00 36 26 27 350.0 80 9.50 006 0-00 0 00 000 HI 37 26 28 250-0 80 61 61 039 0-03 000 0-00 38 28 30 200-0 80 36.61 0 23 001 0-00 000 MK 39 28 29 500-0 80 12.50 008 0.00 0.00 0.00 Ml 40 31 32 350-0 80 83 . 64 053 007 0 00 000 41 32 33 400 . 0 80 37 -00 024 002 000 000 OT 42 32 34 850-0 8-0 34 . 64 0 22 0 04 0-00 000 43 34 35 400 -0 80 22 64 0. 14 0-01 000 000 OT 44 35 36 450-0 8-0 10-64 007 0-00 0 00 0-00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 123, COMERCIAL DATE: 05-28-1986 TIME: 16:50:27 FILENAME: PACRIMF3 PAGE: Uft PIPE NODE NODE LENGTH DIA. FLOW VELOCITY HEAD MINOR PUMP NO. *1 *2 RATE LOSS LOSS HEAD 45 36 38 750-0 8-0 55.49-0 35-008 000 000 tti 46 36 37 900-0 80 12-50 008 001 000 0 00 47 36 39 300.0 80 34. 13 0 22 0 01 000 000 48 39 42 650.0 8-0 18-37-0- 12-001 0 00 000 ii 49 39 40 450 . 0 8-0 30 .00 0- 19 0 01 0 00 000 50 40 41 250-0 80 10.00 0-06 0-00 0-00 0 00 OT 51 0 25 20 16 0 1365.56 2. 18 0-00 000 000 52 0 1 20 160 201 93 032 0-00 000 0-00 IB 60 50 51 900 . 0 10 0 185.87 0 76 0 29 000 0.00 61 51 52 1100-0 8 0 185.87 1 - 19 1-03 0 00 0-00 mm 62 52 63 1750.0 12-0 409.35-116-0 98 0 00 0-00 m 63 63 72 3000.0 24 . 0 4213-58 2 . 99 4-33 0 00 0-00 64 71 72 600.0 120 1003-58-2-85-1 78 0-00 000 mm 65 70 71 600-0 12-0 1003-58-2-85-1-78 0 00 000 HB 66 69 70 700.0 120 707.74-2 01-1 09 000 000 67 68 69 1200.0 14 0 632-42 1 -32 0-71 0 00 0 00 OT 68 62 68 850 0 14 0 632 42 1 - 32 0 51 000 0 00 69 62 63 2950 - 0 16.0 2004.73-3-20-7-75 000 0-00 m 70 62 59 950 -0 12-0 182.73-0 52-0- 12 0-00 000 71 59 55 1550.0 120 296-48-0 84-048 0-00 000 OT 72 55 54 2100 - 0 12-0 393 73-1-12-1 - 10 0 00 0-00 m 73 54 53 1650.0 12.0 555.73-1 58-1 -63 000 000 74 53 52 3050.0 12.0 595 23-1 69-3-43 000 000 wm 75 62 64 500-0 16-0 1555-03 2.48 0-82 0-00 000 mm 76 64 65 1200-0 80 53 . 50 0 34 0. 11 000 0-00 OT 77 64 66 1500.0 16-0 1451-53 2 32 2- 17 0 00 000 OT 78 66 67 1800-0 160 1408-53 2 25 2 . 46 000 0 00 79 60 61 400-0 12-0 25.00 007 000 000 000 Itt 80 59 60 300 . 0 120 37.00 0- 10 0-00 000 0.00 81 59 58 600 . 0 120 76.76 0-22 002 0 00 0-00 82 57 58 1300.0 120 26-76-0 08-000 0-00 000 tti 83 57 56 1400.0 8-0 56-74-0 36-0-15 0-00 000 84 56 55 1250.0 80 97-24-0 62-0 35 0 00 000 MM 85 69 77 500-0 140 131666 2 . 74 1 . 16 000 0-00 86 76 77 200-0 8-0 251-84 1 61 033 0-00 0-00 IB 87 75 76 300-0 80 259 - 34 1 .66 0-52 000 0-00 88 74 75 300 . 0 8-0 269 34 1 72 0 56 000 000 OT 89 73 74 250-0 8-0 279.34 1-78 050 000 000 Hi 90 70 73 150 -0 8 0 294 - 34 1 88 033 0-00 000 91 77 78 1700.0 16.0 1539.50 2 -46 2 74 0-00 000 — 92 78 86 950 0 12-0 699 47 1 98 1 44 000 0 00 93 78 80 1000.0 12-0 740.03 2- 10 1 68 000 0-00 94 79 80 1250 0 80 62 - 50-0 40-0 16 0 00 000 95 80 81 250 0 12-0 665.03 1 -89 035 000 000 96 81 82 250 0 80 12 50 0 08 0 00 0-00 000 PIPE DISTRIBUTION SYSTEM ANALYSIS ~ SOLUTION ~ PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 123, COMERCIAL DATE: 05-28-1986 TIME- 16:52:06 FILENAME: PACRIMF3 PAGE: m PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP NO. *1 *2 RATE LOSS LOSS HEAD PWH 97 81 83 400 0 12 0 640 03 1 82 0 51 0 00 0 00 tti 98 83 84 400 0 120 569 - 03 1-61 041 0-00 0 00 99 84 86 1000 0 12 0 699 47-1 .98-1 52 0 00 000 m 100 84 85 700 0 14 0 1206 00 2 51 1 37 0-00 0-00 tti 101 0 63 100 . 0 24 . 0 6627 66 4 70 0 33 0 00 0 00 102 0 101 1-0 18 0 4320 - 50 5 45 0 01 000 0 00 Mi 103 0 50 1 0 10 0 185.87 0 . 76 000 0-00 0 00 L>-— 104 25 67 100000 0 1 0 00-0 19-52 47 0 00 0.00 m. 110 100 101 700 . 0 18 0 3914.50-4 94-3 58 000 0 00 111 101 103 800.0 12 0 406 00 1 - 15 044 0.00 0 00 112 102 103 550 . 0 12.0 134 -00-0.38-004 000 0 00 m 113 103 104 1900.0 12 0 82.50 023 0 06 000 0-00 114 104 105 400 . 0 12-0 25.00 0 07 0-00 0-00 0 00 OT 115 104 106 900 -0 120 25-00 007 000 0 00 000 IB 116 100 107 3000 - 0 12-0 972-97 2.76 8-39 000 000 117 107 108 1150.0 80 972.97 621 23- 16 000 0-00 m 118 108 109 300 -0 80 398.16 2.54 1 .15 000 000 119 109 1 10 250 . 0 8-0 384 - 66 2-46 090 0.00 0-00 •1 120 110 111 700-0 80 371.16 2 . 37 2 . 37 000 000 121 108 1 16 650 . 0 8-0 561 - 30 3 58 4.73 0-00 000 OT 122 116 117 250 . 0 8-0 244.64 1 -56 0.39 0-00 000 Hi 123 115 1 16 250 -0 8-0 303.17-1 .93-058 000 000 124 114 115 200.0 80 64.95-0-41-003 0 00 0 00 OT 125 11 1 114 300.0 8-0 350 - 16 2 -23 091 000 000 te 126 111 112 400.0 80 7-50 005 000 000 0 00 HI 127 112 113 250-0 80 2 50 0 02 000 0 00 0 00 OT 128 114 121 400 0 8 0 405.11 2 . 59 1 59 000 0-00 129 120 121 250 0 8 0 424.36 2 71 1 08 000 000 tti 130 115 120 400 0 80 224.72 1 43 0 53 000 0 00 131 119 120 250 0 8 0 213-14 1 36 0 30 0 00 0 00 w 132 117 119 300 0 8 0 231 14 1 -48 0 42 0 00 0 00 HI 133 118 119 250-0 8 0 4 50-0 03-0 00 0 00 0 00 134 121 122 650-0 80 819-46 5-23 9-52 0 00 000 OT 135 122 123 1250-0 8 0 805.96 5 14 17 -76 0-00 000 136 123 128 550 0 120 2887 04-8. 19-1 1 .52 000 0 00 • 137 127 128 650 -0 80 29 - 50-019-0 02 000 0 00 138 100 128 2500 - 0 120 2941 54 8-34 54.23 0 00 000 Mii 139 123 124 250 0 12 0 155.50 0 44 0 02 0-00 0-00 M 140 124 125 1000 0 80 86-00 055 0 23 0.00 000 141 125 126 700 -0 8-0 43 . 00 0 27 0 04 0 00 000 •M LINE NO. 142 IS SHUT OFF PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — vm PACIFIC RIM MAX DAY + FIRE FLOW AT NODE M DATE: 05-28-1986 OT FILENAME: PACRIMF3 JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO. (ft) (psi) GRADE OT 1 164 . 0 0 0 66 7 318-0 2 107-0 0 0 91 4 317-9 M 3 58 0 00 112 6 317-9 4 40 . 0 00 120 4 317-9 5 104-0 0-0 92 -6 317-8 6 180 -0 00 59.8 317.9 7 134 0 00 79 6 317-7 PH 8 1230 15-0 84 . 3 317 6 9 1050 15.0 92 1 317 6 10 135-0 15-0 79. 1 317 6 11 150.0 35 72 -6 317-6 12 130-0 15 0 81-3 317 6 IH 13 108-0 41 5 90 . 8 317-6 14 70 . 0 50 0 107 . 3 3177 OT 15 107 . 0 14 5 91 3 317.7 m 16 102-0 15 0 93-5 3177 17 134-0 27 . 5 79.6 317.7 18 138-0 00 77 . 9 3177 19 50 -0 29 -0 116- 1 3179 mm 20 40-0 0-0 120 -4 317 9 21 30 . 0 60 124-8 3179 22 60 . 0 25 . 0 111-8 317-9 tm 23 40-0 00 120 . 4 317.9 24 68 0 125 108 -3 317.9 mm 25 85.0 1000-0 101 -0 3180 mm 26 47-0 125 1 174 317.9 27 62 0 95 110.9 3178 mm 28 41 .0 125 120 0 3178 29 51 0 12.5 115 6 3178 mt 30 34 . 0 0 0 123 0 317 8 31 44 . 0 00 118.6 317-7 wm 32 50 . 0 120 116.0 3176 m 33 70-0 37-0 107-3 317.6 34 75 . 0 120 105- 1 3176 OT 35 81 0 12.0 102 . 5 317-6 •Mt 36 55-0 19-5 1 13-8 317.6 37 80-0 12-5 103 -0 317 .6 MM 38 56 . 0 31 0 1 13 4 3177 39 60.0 22.5 1116 317.6 tti 40 69 . 0 20 . 0 107-7 3176 41 75 . 0 10.0 105- 1 3176 IM 42 49 . 0 35 . 0 1164 3176 Ml 43 100 125 1333 3176 50 230 0 0 0 66 . 7 384 . 0 OT 51 200.0 0.0 79 . 6 383 . 7 52 290 . 0 0 0 40 2 382-7 •1 53 228-0 39.5 65 5 379 2 54 132.0 162 . 0 106 4 377 . 6 MP 55 127.0 00 108- 1 376.5 Itt 56 105 -0 40 -5 117-5 376 2 TIME: 16:53:36 PAGE: 4 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — tm PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE -DATE: 05-28-1986 -FILENAME: PACRIMF3 JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC HM NO (ft) (psi) GRADE 57 230 . 0 83-5 63-3 376 -0 M 58 260-0 50.0 50 3 376-0 59 274 0 0-0 44-2 376-0 OT 60 260-0 12 0 50 3 376 -0 Kit 61 225 0 25 0 65 4 376 0 62 298 0 0-0 33 . 8 375-9 OT 63 370 0 00 59 383 7 IK 64 65 264 0 160 0 50-0 53 5 48. 1 93 2 375- 1 375 0 OT 66 67 270 0 85 -0 43 0 43 0 44 6 123 7 372 9 370 5 IB 68 235-0 0-0 60 . 8 375 4 69 220-0 23 -5 67-0 374 . 7 OT 70 240-0 1 -5 58-8 375 . 8 tti 71 280-0 0-0 42-3 377 6 72 310.0 32100 30 0 379-3 OT 73 239-0 15-0 59- 1 375 -5 74 225 . 0 10.0 65 . 0 375-0 Hi 75 208-0 100 72. 1 374.4 76 205 . 0 7 5 73-2 373.9 OT 77 202.0 29.0 74-3 373-5 tti 78 230 . 0 100-0 61 -0 370.8 79 1 15-0 62 -5 1101 369 . 0 OT 80 190 . 0 12-5 77 . 6 369- 1 IM 81 185.0 125 79 -6 368-8 82 190 . 0 125 77 . 5 368-8 83 1700 71 .0 85-9 368.3 84 191 0 62-5 76 . 6 367 . 8 ilH 85 1300 1206 0 102 5 366 . 5 86 225 . 0 0 0 62 6 369 4 m 100 370 . 0 0 0 76-4 546 4 h 101 330 0 0 0 95 .3 550 . 0 102 300 0 134 . 0 108 1 549 5 mi 103 290 .0 189.5 1125 549 -6 104 265 . 0 32-5 123 . 3 549 5 105 300 0 25-0 108. 1 549 . 5 106 300-0 25 . 0 108- 1 549 5 107 310 0 0-0 98 . 8 538 -0 m 108 245-0 135 1 16-9 514.9 109 262-0 13.5 109 . 1 5137 m 110 255 -0 13 5 1117 512 8 Itt 111 279-0 13 5 100 -3 5104 112 310-0 50 86 . 9 510 4 OT 113 315.0 25 84 .7 5104 114 285.0 100 97 . 3 509 -5 TIME: 16:54:59 PAGE: IH Ml MF PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — MP PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE tti DATE: 05-28 -1986 OT FILENAME: PACRIMF3 JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC OT NO. (ft) (psi) GRADE 115 274-0 13 5 102. 1 509 6 tti 116 262 . 0 135 107 . 5 510- 1 117 272-0 13 5 103 -0 509 8 OT 118 270 0 4 5 103-7 509 3 m 1 19 274 . 0 13 5 102 . 0 509 3 120 285 .0 135 97- 1 509-0 OT 121 291 0 100 94 0 507 . 9 122 250 . 0 135 107.6 498.4 123 298 . 0 3537.5 79 . 2 480 . 7 124 281 0 69 . 5 86.5 480 . 6 125 280 . 0 43-0 86 . 8 480-4 Ml 126 270 . 0 43 . 0 91 -2 480-4 127 340.0 29 -5 65 9 492 . 2 128 340 . 0 25-0 65-9 492-2 Hi THE NET SYSTEM DEMAND = 11336 OT SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) PIPE NO. FLOW OT 52 201 - 93 101 6627-66 102 4320.50 te 103 185.87 TIME: 16:56:16 PAGE: SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS MAXIMUMS 127 0-02 138 8 34 133 0-03 136 819 27 003 117 6 21 12 004 102 5-45 126 0 05 134 5 23 SUMMARY OF MINIMUM AND MAXIMUM HL/1000 MINIMUMS MAXIMUMS 127 0 00 138 21 69 12 0 00 136 20 95 133 0 00 1 17 20 14 27 0 00 134 14 65 126 0 00 135 14 21 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — m ^ PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 123, COMERCIAL •* DATE: 05-28-1986 TIME: 16:57:06 ^ FILENAME: PACRIMF3 PAGE: 7 IB ^ SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS MAXIMUMS IH 63 5 92 43 133. 29 72 30 05 21 124 76 OT 62 33 76 67 123 70 HI 52 40 16 104 123 28 71 42 28 30 122 98 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 21 « 22, COMERCIAL DATE: 05-28-1986 TIME: 17:00:35 FILENAME: PACRIMF4 NO. OF TRIALS = 7 - ACCURACY ATTAINED = 0 000303 PAGE: 1 iM PIPE NODE NODE LENGTH DIA-FLOW VELOCITY HEAD MINOR PUMP Hi NO-#1 *2 RATE LOSS LOSS HEAD MM 1 1 2 1400.0 16-0 1294.69 2-07 1 64 0-00 0-00 2 2 3 3000.0 16-0 908.26 1 45 1 82 0 00 0 00 m 3 3 4 150 -0 14.0 908 26 1 .89 0- 17 0-00 0-00 4 4 19 3450.0 140 860.30 1 .79 3-62 0 00 0.00 OT 5 19 20 1050 - 0 120 1053.69 2-99 3 40 000 0 00 Bl 6 20 21 650 -0 12 0 1053.69 2-99 2. 11 0 00 o'.oo 7 21 23 550 . 0 12-0 2477.31-7 03-8 . 68 000 000 OT 8 23 30 700 . 0 120 21 78-0 06-0 00 0-00 0.00 9 30 31 500 . 0 120 236.00 0-67 0-10 0 00 0 00 10 31 38 500-0 120 152.36 043 0-05 0 00 0-00 MV 11 38 42 1700.0 10.0 65-87 027 0-08 000 0.00 12 42 43 1400.0 12-0 12-50 004 0-00 000 0.00 Itt 13 2 6 750 . 0 12-0 386.43 1 - 10 0-38 000 0-00 14 6 5 2200-0 8-0 169.22 1-08 1 -74 0 00 0.00 OT 15 4 5 1600.0 80 47 . 96 031 0-12 0-00 0-00 •B 16 6 7 2050.0 8-0 217-22 1 39 2 57 000 000 17 7 18 1000 0 8-0 125-77 080 0.46 0-00 0-00 MP 18 17 18 550 . 0 8-0 125-77-0 .80-025 0 00 0.00 19 17 19 1500.0 8-0 222.40 1 -42 1 .96 0-00 0 00 Bi 20 17 14 1400 - 0 80 124-13-0 79-062 0-00 000 21 14 15 500 . 0 80 18768-1-20-0-48 0 00 0 00 22 5 15 350 . 0 8-0 217-18 1 39 044 000 000 OT 23 15 16 500 0 8-0 15-00 0. 10 000 0-00 000 24 7 8 200 . 0 80 91-45 058 0 05 0-00 0.00 OT 25 8 9 550-0 8-0 39-23 025 003 000 0 00 HI 26 9 13 500 . 0 8 0 24-23 0 15 0 01 0 00 0 00 27 12 13 300 -0 8 0 3 . 72 002 000 0-00 000 OT 28 11 12 400 0 80 18 . 72 0. 12 0 01 0-00 000 29 10 11 300 0 80 22 -22 0. 14 0 01 000 0-00 Itt 30 8 10 600-0 80 37 . 22 024 0-03 0 00 0-00 31 13 14 900 . 0 80 13-55-0-09-001 000 0.00 OT 32 21 22 550 -0 100 1775.00 7-25 11 - 38 000 0.00 Mi 33 23 24 500-0 16.0 2455 - 53-3 92-1 .91 000 0-00 34 24 25 450-0 16 0 2772.81-4 42-2- 16 000 000 iM 35 24 26 450 . 0 80 304.78 1 .95 1 .06 0-00 000 IM 36 26 27 350.0 8 0 9 . 50 0 06 000 0.00 000 OT 37 26 28 250-0 8-0 282.78 1 80 051 000 0 00 38 28 30 200-0 8-0 257 - 78 1 .65 034 0.00 000 39 28 29 500 . 0 8 0 12-50 008 000 000 0-00 ii 40 31 32 350.0 80 83 64 053 0-07 000 000 41 32 33 400 . 0 80 37-00 024 002 0-00 000 OT 42 32 34 850 0 8 0 34-64 022 0-04 0-00 0-00 m 43 34 35 400-0 8-0 22.64 0-14 001 0-00 000 44 35 36 450 . 0 80 10-64 007 0-00 000 0-00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 21 « 22, COMERCIAL DATE: 05-28-1986 TIME: 17:02:48 FILENAME: PACRIMF4 PAGE: PIPE NODE NODE LENGTH DIA-FLOW VELOCITY HEAD MINOR PUMP OT NO-*1 *2 RATE LOSS LOSS HEAD HU 45 36 38 750-0 8 0 55 - 49-0 35-0 08 0-00 0.00 mm 46 36 37 900-0 8-0 12-50 008 001 000 0-00 OT 47 36 39 300-0 80 34. 13 0 22 001 0-00 0-00 48 39 42 650 -0 80 18-37-0-12-0 01 0-00 000 M 49 39 40 450 . 0 8 0 30 . 00 0- 19 0 01 0-00 0.00 50 40 41 250 0 8-0 10 -00 0-06 0 00 0-00 000 OT 51 0 25 20 160 3772 80 6 02 0 02 0 00 000 m 52 0 1 20 160 1294-69 2 .07 000 000 6-00 60 50 51 900 . 0 100 282-13 1 - 15 0-62 0-00 0-00 mm 61 51 52 11000 80 282-13 1 80 2 24 0 00 0-00 62 52 63 1750 - 0 12 0 643 - 35-1 82-2 27 0 00 0-00 IB 63 63 72 3000.0 24 0 4978.59 3 . 53 5 . 90 0-00 000 mm 64 71 72 600-0 120 1768-59-5-02-5 07 0 00 000 65 70 71 600 0 12.0 1768-59-5 02-5 -07 000 000 m 66 69 70 700 . 0 12-0 1347-69-3-82-3 58 0 00 0-00 67 68 69 1200.0 140 13259-0 28-004 0 00 0-00 68 62 68 850 0 140 13259-0 28-0 03 0 00 0-00 Bi 69 62 63 2950.0 16-0 3316.64-5 29-19.69 000 0-00 70 62 59 950-0 12 0 51297-1 46-081 000 0-00 OT 71 59 55 1550-0 12-0 559 - 95-1 .59-1 56 0-00 000 72 55 54 2100-0 12-0 723-97-2 05-3-40 000 000 te 73 54 53 1650-0 12.0 885.97-251-3-88 000 0-00 74 53 52 3050.0 120 925.47-2 63-7 . 77 0-00 0-00 75 62 64 500-0 16-0 3962 - 20 6 . 32 4-64 0-00 000 Itt 76 64 65 1200 - 0 8 0 53.50 0-34 0-11 0-00 0-00 77 64 66 1500.0 160 3858.70 6- 16 13-25 0-00 0-00 m 78 66 67 1800.0 16-0 3815.70 6.09 15 57 0 00 0.00 tti 79 60 61 400 -0 120 25-00 0-07 0-00 0 00 0-00 80 59 60 300-0 12-0 37-00 0. 10 000 0-00 0-00 OT 81 59 58 600 -0 120 9-97 003 0-00 0-00 0-00 82 57 58 1300 - 0 120 40-03 0.11 0-01 0-00 000 m 83 57 56 1400-0 80 123-53-0 79-062 000 000 84 56 55 1250-0 8-0 16403-1 .05-093 0-00 000 mm 85 69 77 500 . 0 14-0 1191 61 2 . 48 0-96 000 0 00 m 86 76 77 200-0 80 376-89 2 41 0 70 0-00 000 87 75 76 300 -0 80 384.39 2 . 45 1 08 0 00 0-00 OT 88 74 75 300 0 80 394.39 2 52 1 13 0-00 000 89 73 74 250-0 80 404.39 2 -58 099 000 000 OT 90 70 73 150 . 0 8 0 419.39 2 68 0 64 0-00 000 91 77 78 1700.0 16-0 1539.50 2 . 46 2 74 0 00 0-00 92 78 86 950-0 12-0 699.47 1 98 1 -44 0 00 000 OT 93 78 80 1000 0 12 0 740-03 2. 10 1 68 0 00 000 94 79 80 1250 - 0 8-0 62-50-0-40-0 16 000 0-00 mm 95 80 81 250 0 12 0 665 - 03 1 89 0 35 0-00 0 00 Bl 96 81 82 250 0 8 0 12 50 008 0 00 0.00 0.00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 21 « 22. COMERCIAL DATE: 05-28-1986 FILENAME: PACRIMF4 TIME: 17:04:27 PAGE PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP OT NO-*1 *2 RATE LOSS LOSS HEAD 97 81 83 400 -0 120 640 03 1 82 0 51 0 00 0 00 Hi 98 83 84 400-0 12 0 569.03 1 .61 041 000 0-00 99 84 86 1000.0 12 0 699 47-1 98-1 52 0 00 000 Mi 100 84 85 700 0 14 0 1206 00 2 51 1 37 0 00 0 00 Ml 101 0 63 100 0 24 -0 8938.58 6-34 0-58 0 00 0 00 102 0 101 1 - 0 18 0 820 50 1 03 0 00 0 00 0 00 m 103 0 50 1 0 100 282 13 1 - 15 000 0-00 000 Ml 104 25 67 10000 0 0 1 0 00-0 09-13 66 0 00 00 110 100 101 700 -0 180 414-50-0 52-006 0 00 0 00 OT 111 101 103 800-0 12-0 406 00 1 15 0-44 0 00 0-00 112 102 103 550 . 0 120 134.00-0 38-004 0-00 000 Ml 113 103 104 1900.0 12 0 82-50 0 23 0 06 000 000 114 104 105 400-0 12.0 25.00 0-07 000 000 000 OT 115 104 106 900 - 0 120 25-00 007 0-00 000 0.00 IM 116 100 107 3000 - 0 12-0 132.83 038 0.21 0 00 000 117 107 108 1150-0 80 132-83 0-85 058 0-00 0-00 OT 118 108 109 300-0 80 59.49 0.38 003 000 000 te 119 109 110 250-0 80 45.99 0-29 0-02 0-00 0-00 120 110 11 1 700.0 8-0 32-49 0-21 003 0.00 0-00 mm 121 108 1 16 650 . 0 80 59.84 0-38 007 000 0-00 122 116 117 250 . 0 80 24-02 0- 15 001 0-00 000 OT 123 115 116 250 . 0 8-0 22-33-0- 14-0-00 000 0 00 124 114 115 200 . 0 80 0-40 0-00 000 000 0-00 — 125 111 114 300 . 0 80 11 49 0-07 000 000 000 M* 126 111 112 400 . 0 80 7.50 005 0-00 0-00 000 127 1 12 1 13 250-0 80 2-50 002 000 0-00 000 — 128 114 121 400-0 80 1 - 10 001 0-00 0-00 0 00 129 120 121 250-0 8 0 11 - 76-0-08-000 000 0-00 MMM 130 115 120 400 . 0 80 9-22 006 0 00 000 0.00 OT 131 119 120 250 0 8 0 7 48-0 05-000 0 00 0-00 132 117 119 300 . 0 8.0 10.52 0-07 0.00 0.00 0 00 m 133 118 119 250 - 0 80 4 50-0 03-000 000 000 134 121 122 650 0 80 20.67-0. 13-0 01 000 0-00 135 122 123 1250-0 8-0 34-17-0-22-0 05 0 00 000 tti 136 123 128 550 -0 120 227.17-0-64-0- 10 000 0.00 137 127 128 650 . 0 8-0 29.50-0- 19-0 02 000 000 OT 138 100 128 2500 0 120 281 67 0-80 0 70 0-00 000 139 123 124 250-0 12-0 155-50 0 44 0 02 0 00 000 Hi 140 124 125 1000 0 80 86-00 0-55 0 23 0-00 000 141 125 126 700 -0 8 0 43.00 0-27 0 04 000 0-00 LINE NO- 142 IS SHUT OFF PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION ~ OT PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 21 tti DATE: 05-28-1986 OT FILENAME: PACRIMF4 M JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO. (ft) (psi) GRADE OT 1 164.0 0-0 66-7 318-0 PM 2 107.0 0.0 90.7 316-4 iM 3 58 0 00 1112 3145 OT 4 40 -0 0-0 118.9 314.4 5 104.0 00 91 . 1 314-2 tti 6 180-0 0-0 58-9 316.0 7 134-0 00 77.7 313.4 MM 8 123-0 15-0 82-5 313 4 • 9 105-0 150 90 -3 313-3 10 135-0 15-0 77-3 313-3 m 11 150.0 35 70 -8 313.3 te 12 130.0 15-0 79-4 313.3 13 108.0 415 89-0 313.3 Hi 14 70 . 0 50-0 105-4 313-3 Mi 15 107-0 145 89-6 313.8 m 16 102.0 15-0 91 8 313 8 17 1340 27.5 77 . 4 312-7 Ni 18 138-0 00 75-8 3130 Mi 19 50-0 29.0 113.0 310-7 20 40-0 0-0 115.8 307.3 OT 21 30-0 1756.0 119.3 305-2 22 60-0 1775.0 101 .3 293-9 Hi 23 40-0 00 118.7 313.9 24 68-0 125 107-4 315-8 OT 25 85-0 1000.0 101 .0 318-0 Ml 26 47-0 12.5 116-0 314-8 27 62-0 95 109 5 314-8 OT 28 410 12-5 118-4 314-3 Hi 29 51 .0 12-5 114-1 3143 30 34-0 0 0 121 .3 313 9 OT 31 44.0 00 116-9 313-8 32 50 . 0 12-0 114-3 313-7 Ml 33 70.0 37.0 105-6 313-7 34 75.0 12.0 103-4 313.7 IM 35 81 0 12-0 100.8 313-7 Ml 36 55-0 195 112- 1 313.7 37 80-0 12-5 101 3 313.7 |H 38 56-0 310 111-7 313.8 Mw 39 60.0 22-5 109.9 313-7 •1 40 69.0 20-0 106-0 313.7 41 75.0 10.0 103-4 3137 MB 42 49.0 35.0 114-7 3137 Mi 43 100 12.5 131 .6 313.7 50 230.0 00 66 . 7 384.0 OT 51 200.0 00 79-5 383.4 IM 52 290 0 00 39.5 381 - 1 53 228-0 39-5 63 . 0 373 4 IMI 54 1320 162-0 102.9 369-5 55 127.0 0-0 103 . 6 366. 1 Mi 56 105-0 40 5 1127 365 2 TIME: 17:05:58 PAGE: PIPE DISTRIBUTION SYSTEM ANALYSIS mm — SOLUTION — '•mm PACIFIC RIM, MAX DAY 4-FIRE FLOW AT NODE 21 m mm Ml DATE: 05- FILENAME: 28-1986 PACRIMF4 JUNCTION ELEVATION DEMANO PRESSURE HYDRAULIC OT NO-(ft) (psi) GRADE Mi 57 230 0 83-5 58 3 364 6 58 260 . 0 50-0 45-3 364 .5 Mi 59 274 .0 0-0 39 2 364-5 60 260 . 0 12 0 45 -3 364 -5 Itt 61 225-0 25 0 60 5 364 5 62 298 0 0-0 28 . 5 363 . 7 OT 63 370 -0 00 5 8 383 4 Ml 64 264-0 50 . 0 41 2 359 1 65 160-0 53 -5 86 2 359 0 OT 66 270 0 43 0 32 9 345 -8 m 67 85 0 43 0 106-3 330 . 3 68 235-0 0-0 55.8 363 8 mm 69 220 -0 23 . 5 62.3 363 . 8 70 240 -0 1 -5 55 . 2 367-4 m 71 280 -0 0 0 40. 1 372 4 72 310-0 3210-0 29 . 3 377.5 mm 73 239-0 150 55 . 4 366 -7 m 74 225-0 10-0 61 .0 365 . 7 75 208 0 10-0 67-9 364 6 mm 76 205 . 0 7-5 68 -7 363 . 5 mm 77 202-0 29.0 69-7 362 . 8 mm 78 230 -0 100.0 56-4 360. 1 mm 79 115.0 62-5 105-4 358 -3 80 190 . 0 12.5 73.0 358 . 4 m 81 185.0 12-5 75.0 358. 1 82 1900 125 72.8 358 - 1 m 83 170-0 71 .0 81 -3 357-6 m 84 191 0 62.5 72 0 357 1 85 130-0 1206-0 97-8 355 8 mt 86 225-0 0 0 57 . 9 358 .7 100 370 . 0 00 78-0 549 9 • 101 330 . 0 00 95-3 550 . 0 102 300 . 0 134 . 0 108- 1 549 5 103 290 0 189-5 1125 549 . 6 Ml 104 265 . 0 32 . 5 123 . 3 549 -5 105 300-0 25.0 108 1 549 . 5 106 300 0 25 -0 108- 1 549 5 IM 107 310-0 0-0 103 9 549 .7 108 245 -0 13-5 131 8 549 2 109 262 0 135 124 4 549 . 1 110 255 -0 13 5 127 4 549 1 OT 111 279-0 135 117.0 549 1 112 310-0 5 0 103 . 6 549. 1 MH 113 315.0 25 101 .4 549- 1 Hi 114 285-0 100 114.4 549- 1 TIME: 17:07:21 PAGE: 5 PIPE DISTRIBUTION SYSTEM ANALYSIS SOLUTION —— m PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 21 DATE: 05-28-1986 OT FILENAME: PACRIMF4 Ml JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC iH NO (ft) (psi) GRADE • 115 274 . 0 13.5 119-2 549 1 • 116 262-0 135 124 4 549 1 Ml 1 17 272 0 135 120. 1 549 1 118 270 . 0 4-5 120 . 9 549 1 Ml 1 19 274 -0 135 119.2 549 1 120 285 0 13.5 114-4 549 1 iM 121 291 0 10 0 111-8 549 1 Mi 122 250.0 135 129.6 549 1 123 298-0 37 . 5 108-8 549 1 OT 124 281 0 69-5 116.2 549 1 Hi 125 280-0 43 . 0 116-5 548 9 126 270.0 43-0 120.8 548 8 OT 127 340 -0 29.5 90 . 7 549 2 128 340 0 25 . 0 90-7 549 2 Hi THE NET SYSTEM DEMAND = 11336 OT SUMMARY OF INFLOWS(+) AND OUTFLOWS( -> OT PIPE NO FLOW 52 1294.69 mm 101 8938 - 58 102 820 - 50 Mi OT 103 282-13 m SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS MAXIMUMS m 124 000 32 7.25 m 128 0-O1 7 7-03 127 002 101 6-34 OT 27 002 75 6-32 Ml 81 0-03 77 6 16 OT SUMMARY OF MINIMUM ANO MAXIMUM HL/1000 Ml MINIMUMS MAXIMUMS 124 0-00 32 20.68 OT 128 000 7 15 - 78 Mi 127 0-00 75 9-28 81 0-00 77 8 - 83 OT 27 000 78 8 - 65 TIME: 17:08:38 PAGE: 6 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 21 < 22. COMERCIAL DATE: 05-28-1986 TIME: 17:09:27 FILENAME: PACRIMF4 PAGE: 7 HI m m SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS MAXIMUMS 63 5 81 108 131 80 62 28 48 43 131 60 72 29 26 122 129 60 66 32 86 110 127 44 59 39 23 109 124 42 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 81 « 82. RESIDENTIAL DATE 05-29-1986 FILENAME: PACRIMF5 NO OF TRIALS = 8 - ACCURACY ATTAINED = 0 000195 TIME 08-17 18 PAGE: 1 mm PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP Ml NO #1 *2 RATE LOSS LOSS HEAD 1 1 2 1400 0 16 0 201 93 0 32 0 05 0 00 0 00 OT 2 2 3 3000 0 16 0 101 82 0 16 0 03 0 00 0 00 IM 3 3 4 150 0 14 0 101 82 0 21 0 00 0 00 0 00 4 4 19 3450 0 14 0 54 . 75 0 11 0 02 0 00 0 00 OT 5 19 20 1050 0 12 0 39 07-0 11-0 01 0 00 0 00 6 20 21 650 0 12 0 39 07-0 1}-0 00 0 00 0,00 IM 7 21 23 550 -0 12 0 70 07-0 20-0 01 0 00 000 8 23 30 700 0 120 199 39 0 57 0 10 0 00 0 00 9 30 31 500 0 12 0 236 - 00 0 67 0 10 0 00 0 00 MM 10 31 38 500 0 12 0 152-36 0 43 0 05 0 00 0 00 11 38 42 1700-0 10 . 0 65 87 0 27 0 08 0 00 0 00 OT 12 42 43 1400 0 12 0 12 50 0 04 0 00 0 00 0 00 IB 13 2 6 750 0 12.0 100 12 0 28 0 03 000 000 14 6 5 2200 0 8 0 40 26 0 26 0 12 0 00 0 00 OT 15 4 5 1600 0 8 0 4? 06 0 30 0 12 0 00 0 00 16 6 7 2050 0 80 59 85 0 38 0 24 0 00 0 00 W 17 7 18 1000-0 8-0 12 79-0 OB-0 01 0 00 000 18 17 18 550 0 8 0 12 . 79 0 OS 0 00 0 00 0 00 OT 19 17 19 1500 0 8-0 64 - 82-0 41-0-20 000 0 00 20 17 14 1400 0 80 24 53 0 16 0 03 0 00 000 21 14 15 500 . 0 8.0 57-83-0 37-0 05 0 00 000 — 22 5 15 350 0 8 0 87 . 33 0 56 008 0 00 000 23 15 16 500-0 80 15 -00 0 10 0-00 0 00 000 iMi 24 7 8 200 0 8 0 72 -65 0 46 003 0 00 0 00 HM 25 8 9 550 -0 80 29 24 0 19 0 02 0-00 000 26 9 13 500 0 8 0 14 .24 0 09 0 00 000 0 00 tti 27 12 13 300 0 8 0 5 09-0 03-0 00 0 00 0 00 28 11 12 400 0 8 0 9 91 0 06 0 00 0 00 0 00 Mi 29 10 11 300-0 8-0 13-41 0 09 0 00 0 00 0 00 30 8 10 600-0 8 0 28 41 0 18 0 02 0 00 000 31 13 14 900 -0 8 0 32-35-0 21-0-03 0-00 0 00 OT 32 21 22 550 . 0 10-0 25 . 00 0 10 0 00 0 00 0 00 33 23 24 500 0 16 0 269 46-0 43-0-03 0.00 0-00 IH 34 24 25 450 0 16-0 365-57-0 58-005 0 00 0 00 35 24 26 450 0 80 83 61 0 53 0 10 000 0 00 OT 36 26 27 350 0 8 0 9 50 0 06 0 00 0 00 0.00 te 37 26 28 250-0 8 0 61 61 0 39 0 03 0 00 0 00 38 28 30 200 0 8 0 36 61 0 23 0 01 0 00 0 00 mm 39 28 29 500 0 8 0 12 50 0 08 0 00 0 00 0 00 Hi 40 31 32 350 0 3 0 S3 64 0 53 0 07 0 00 0 00 41 32 33 400 0 8-0 37 . 00 0 24 0 02 0 00 0 00 42 32 34 850 0 8 0 34 64 0 22 0 04 0 00 0 00 43 34 35 400 0 80 22 64 0 14 0 01 0 00 0 00 m 44 35 36 450-0 8 0 10 64 0 07 0 00 0 00 0 00 DATE 05-29-1986 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 81 S 82. RESIDENTIAL TIME 08:19 44 FILENAME: PACRIMF5 PAGE: HI PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP NO-41 «2 RATE LOSS LOSS HEAD in 45 36 38 750 0 8 0 55 49-0 35-0 08 0 00 0 00 H 46 36 37 900 0 8 0 12 50 0 08 0 01 0 00 0 00 47 36 39 300 0 8 0 34 13 0 22 0 01 0 00 0 00 MM 48 39 42 650 0 8 0 18 37-0 12-0 01 0 00 0 00 Ml 49 39 40 450 0 8 0 30 00 0 19 0 01 0 00 0 00 Ml 50 40 41 250 0 8 0 10 00 0 06 0 00 0 00 0 00 OT 51 0 25 3 0 16 0 1365 56 2 18 0 00 0 00 0 00 52 0 1 2 0 16 0 201 93 0 32 0 00 0 00 0, 00 Itt 60 50 51 900 0 10 0 241.76 0 99 0 46 0 00 0 00 61 51 52 1100 - 0 8 0 241.76 1 .54 1 68 0 00 0 00 OT 62 52 63 1750 0 12 0 538 57-1 53-1 64 0 00 0-00 Bl 63 63 72 3000.0 24 0 5047-40 3 . 58 6-05 0.00 0-00 64 71 72 600 0 12 0 1837-40-5 21-5-44 0-00 000 OT 65 70 71 600 . 0 12 0 1837-40-521-5-44 0 00 000 66 69 70 700 0 12 0 1277 95-3 63-3 24 000 000 67 68 69 1200.0 14 0 1548 60 3 23 3 -74 0-00 0-00 68 62 68 850 0 14 0 1548.60 3 23 2-65 0 00 000 69 62 63 2950 0 16 0 2735 80-4 .37-13 . 78 0.00 000 M 70 62 59 950 . 0 12 0 367 83-1 04-0 44 0 00 000 71 59 55 1550-0 12 0 444-25-1 26-1 01 0 00 000 OT 72 55 54 2100-0 12 0 578 83-1 64-2 24 0 00 0-00 OT 73 54 53 1650-0 12 0 740.83-2 10-2 -78 0 00 0-00 74 53 52 3050 0 12 0 780 - 33-2 21-5 67 0 00 0 00 «• 75 62 64 500 0 16 0 1555-03 2 . 48 0-82 0 00 0-00 76 64 65 1200 0 8 0 53-50 0 34 0 11 0 00 0 00 te 77 64 66 1500 0 16 0 1451 53 2 32 2 17 0-00 0 00 78 66 67 1800 0 16 0 1403 53 2 25 2 46 0 00 0.00 Ml 79 60 61 400 0 12 0 25 00 0 07 000 000 0 00 Ml 80 59 60 300 0 12 0 37 00 0 10 0 00 0 00 0 00 81 59 58 600 0 12 0 39 . 41 Oil 000 0 00 0 00 OT 82 57 58 1300 0 12 0 10-59 0 03 0 00 0 00 0.00 83 57 56 1400-0 8 0 94-09-0 60-0 37 000 0 00 84 56 55 1250 0 8 0 134 59-0 86-0 65 0 - 00 0 00 m 85 69 77 500-0 14 0 2803.04 5 -84 4-68 0 00 0 00 86 76 77 200 0 8 0 515 46 3 29 1 24 000 0 00 HI 87 75 76 300 .0 8 0 522 96 3 34 1-91 000 0 00 88 74 75 300 . 0 8 0 532 96 3 40 1-98 0 00 0 00 OT 89 73 74 250-0 8 0 542 96 3 47 1 -71 000 0-00 m 90 70 73 150 -0 8 0 557 96 3 56 1 08 0 00 000 91 77 78 1700-0 16 0 3289.50 5 25 1117 0-00 0 00 mm 92 78 86 950 . 0 12 0 1396 43 3 96 5- 19 0 00 000 •MS 93 78 80 1000 0 12 0 1793 07 5 09 6 67 000 0 00 wK 94 79 80 1250 0 8 0 62 50-0 40-0. 16 0 00 0 00 95 80 81 250 0 12 0 1718-07 4 87 2.00 0 00 0 00 96 81 82 250 -0 8 0 887 50 5 66 4 25 0 00 0 00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 81 S 82. RESIDENTIAL DATE 05-29-1986 TIME 08 21 23 FILENAME PACRIMF5 PAGE • PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP NO-• 1 42 RATE LOSS LOSS HEAD OT 97 81 83 400 0 12 0 56 93-0 16-0 01 0 00 0 00 Itt 98 83 84 400 0 12 0 127 93-0 36-0 03 0 00 0 00 99 84 86 1000 0 12 0 1396 43-3 96-5 46 0 00 0 00 OT 100 84 85 700 0 14 0 1206 00 2 51 1 37 0 00 0 00 tti 101 0 63 100 0 24 0 8321 77 5 90 0 51 0 00 0-00 102 0 101 1 - 0 18 0 820 50 1 03 0 00 0 00 0 00 OT 103 0 50 1 0 10 0 241 76 0 99 0-00 000 0 00 104 25 67 10000 0 0 1 0 00-0 18-46 26 0 00 0.00 tti 110 100 101 700 0 18 0 414 50-0 52-0 06 0 00 0 00 11 1 101 103 800 0 12 0 406 00 1 15 0 44 0 00 0 00 112 102 103 550 0 12 0 134 00-0 3S-0 04 0 00 0 00 OT 1 13 103 104 1900 0 13 0 82 50 0 23 0 06 0 00 0 00 114 104 105 400 0 120 25 00 0 07 0 00 000 0 00 iM 1 15 104 106 900 0 12 0 25 00 0 07 0 00 0 00 0 00 116 100 107 3000 0 12 0 132 83 0-38 0-21 0 00 0 00 OT 117 107 108 1150 0 8 0 132 83 0 85 0 58 0 00 0 00 118 109 109 300 0 8 0 59 49 0 38 0 03 0 00 000 1 19 109 110 250 0 8 0 45 99 0 29 0 02 0 00 0 00 te. 120 110 111 700 0 8 0 32 49 0 21 0 03 0 00 000 121 108 116 650 . 0 8 0 59 84 0 38 0 07 0 00 0 00 122 116 117 250 . 0 8 0 24 02 0. 15 0-01 0 00 0 00 OT 123 1 15 116 250 . 0 8 0 22 32-0 14-0 00 0 00 000 124 114 115 200 . 0 8 0 0-39 0 00 0 00 000 0 00 125 111 1 14 300 0 8 0 1 1 49 0 07 0 00 0 00 0 00 126 111 112 400 0 80 7 . 50 005 0-00 0 00 0 00 Hi 127 112 1 13 250 0 8-0 2 50 0 02 0 00 000 0-00 128 114 121 400 -0 80 1 10 0 01 000 0 00 0-00 MM 129 120 121 250 0 8 0 11 - 76-0 08-0 00 0 00 0 00 •1 130 115 120 400 0 8-0 9-22 0 06 000 000 0-00 131 119 120 250 0 80 7-48-0 05-0 00 000 0 00 132 117 119 300 -0 8-0 10.52 0 .07 000 0 00 0 00 n 133 118 119 250 . 0 80 4 50-0 03-0 00 0-00 0 00 134 121 122 650 -0 8 0 20.67-0 13-0 01 000 0.00 OT 135 122 123 1250 0 8 0 34.17-0 22-0 05 0 00 0 00 136 123 128 550-0 120 227-17-0 64-0 10 0-00 0 00 Itt 137 127 128 650 0 8 0 29 50-0 19-0 02 0 00 0 00 138 100 128 2500 0 12 0 281 67 0 80 0 70 000 0-00 OT 139 123 124 250 0 12 0 155 50 0 44 0 02 0 00 0-00 HI 140 124 125 1000 0 8 0 86 00 0 55 0 23 0 00 0 00 141 125 126 700 0 8 0 43 00 0 27 0 04 0 00 0 00 OT LINE NO- 142 IS SHUT OFF PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — mm PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 81 tti DATE: 05-29-1986 OT FILENAME: PACRIMF5 JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC IH NO (ft) (DSi) GRADE 1 164 0 0 0 66 7 318 0 OT 2 1070 0 0 91 4 317 9 M 3 58 0 0 0 112 6 317 9 4 40 0 0 0 120 4 317 9 OT 5 104 0 0 0 92 6 317 8 6 1800 0 0 59 8 317 9 ^M 7 134 0 0 0 79 6 317 7 OT 8 123-0 15 0 84 3 317 6 9 105 0 15 0 92 1 317 6 10 135 0 15 0 79 1 317.6 11 150 0 3 72 6 317 6 iM 12 130 0 15 0 81 3 317 6 Hi 13 108-0 41 5 90 8 317-6 14 70 0 50 0 107-3 317 7 — 15 107-0 14 5 91 3 317 7 16 102 0 15 0 93 5 317 7 OT 17 134 0 27 5 79 . 6 317.7 18 138 0 0 0 77 9 317 7 19 50 0 29 0 116 1 317 9 te 20 40 0 0 0 120 4 317 9 21 30 . 0 6 0 124-8 317-9 mm 22 60 0 25 0 1118 317 9 W 23 40-0 0 0 120 4 317-9 24 68 . 0 12 5 108 3 317 9 mm 25 85-0 1000 0 101 -0 318 0 26 47 . 0 12 5 1174 317 9 te 27 62 0 9 5 110 9 317 . 8 28 41 0 12 5 120 0 317 8 29 51 0 12 5 115 6 317 3 m 30 34 0 0 0 123 . 0 317 8 31 44 0 0 0 118 6 317 7 <m 32 50 0 12 0 116 0 317 6 te 33 70 0 37 0 107 . 3 317 6 3* 75 0 12 0 105 . 1 317 6 OT 35 81 0 12 0 102 5 317-6 36 55.0 19 5 1 13 8 317 6 • 37 80-0 12 5 103 0 317 6 38 56 0 31 0 1 13 4 317 7 OT 39 60 0 22 5 1116 317 6 te 40 69 0 20 0 107 7 317 6 41 75 0 10 0 105 1 317 6 — 42 49 0 35 0 116 4 317 6 43 10 0 12 5 133 3 317 6 50 230 0 0 0 66 7 384 . 0 51 200 0 0 0 79 5 383 5 52 290 0 0 0 39 8 381 9 mm 53 228 0 39 5 64 2 376 2 54 132 0 162 0 104-6 373 4 55 127.0 0 0 105 8 371 2 56 105 0 40 5 115 1 370 5 TIME 08 22 54 PAGE PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 81 S 82. RESIDENTIAL DATE 05-29-1986 TIME 08 24 17 FILENAME: PACRIMF5 PAGE JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC OT NO (ft) ( DSi > GRADE 57 230 0 83 5 60 7 370 1 58 260 0 50 0 47 7 370 1 59 274 0 0 0 41 7 370 1 OT 60 260-0 12 0 47 7 370 . 1 MA 61 225 0 25 0 62 9 370 1 62 298 0 0-0 31 1 369 7 OT 63 370-0 0 0 5 8 383 5 ttl 64 264 0 50 0 45 5 368 9 ^M 65 160 0 53 5 90 5 368 8 MP 66 270 0 43 0 41 9 366 7 67 85 0 43 0 121 0 364 3 te 68 235-0 0-0 57 2 367 . 1 69 220 0 23 5 62 1 363 3 70 240-0 1 5 54 8 366 - 6 OT 71 280 0 0 0 39 9 372 . 0 72 310 - 0 3210 0 29 2 377 4 MP 73 239 0 15 0 54 8 365 • 5 74 225 0 10 0 60 1 363 8 Hi 75 209 0 10 0 66 6 361 8 76 205 0 7 5 67 1 359 9 77 202 0 29 0 67 9 358 6 te 78 230 . 0 100 . 0 50 9 347 5 79 115-0 62 5 96 9 338 6 mm 80 190 0 12.5 64 5 338 8 OT 81 185.0 887 5 65 8 336 8 82 190-0 887.5 61 8 332 5 OT 83 170 0 71 0 72 3 336 8 84 191 .0 62 5 63 2 336 8 Hi 85 130 0 1206 0 89 0 335 4 86 225 0 00 50 8 342-3 iMl 100 370 0 0 0 78 0 549 9 Hi 101 330-0 00 95 .3 550 . 0 102 300-0 134-0 108 1 549 5 OT 103 290-0 189 5 112 .5 549-6 104 265 0 32 5 123 3 5^9 5 ^M 105 300-0 25 0 108 - 1 549-5 OT 106 300-0 25 0 108 1 549 5 107 310.0 00 103 9 549 7 ttl 108 245-0 13-5 131 8 549 2 109 262-0 13-5 124 .4 549 1 110 255 . 0 13 5 127 4 549 1 ttl 1 1 1 279-0 13 5 117 0 549- 1 112 310 0 5 0 103 6 549 1 OT 1 13 315.0 2 5 101 .4 549 . 1 114 285 0 10 0 114 4 549 1 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 81 « 82. RESIDENTIAL DATE 05-29-1986 TIME: 08:25:34 FILENAME: PACRIMF5 PAGE: 6 JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC OT NO -(ft) (osi ) GRADE 115 274 0 13. 5 119 2 549 1 m 116 262 0 13 5 124 -4 549 1 1 17 272 0 13 5 120 1 549 1 m 1 18 270 0 4 . 5 120 9 549 1 119 274 0 13-5 1 19 2 549 1 120 285 0 13 5 114 4 549 1 m 121 291 0 10 0 1 1 1 8 549 1 122 250 0 13 5 129 6 549 1 Hi 123 298 0 37 5 108 8 549 1 124 281 0 69 5 116 2 549- 1 125 280 0 43 0 1 16 548 9 m 126 270 .0 43 0 120 8 548 8 127 340 0 29 5 90 7 549 2 mm 128 340 0 25 0 90 7 549 2 THE NET SYSTEM DEMAND = 9586 SUMMARY OF INFLOWS<+> AND OUTFLOWS(-) PIPE NO- FLOW 52 201.93 101 8321-77 102 820-50 103 241.76 SUMMARY OF MINIMUM ANO MAXIMUM VELOCITIES MINIMUMS MAXIMUMS 124 0 00 101 5 90 128 0 01 85 5 84 127 0 02 96 5 66 133 0 03 91 5 25 82 0 03 65 5 21 SUMMARY OF MINIMUM AND MAXIMUM HL/1000 MINIMUMS MAXIMUMS 124 O 00 96 16 99 128 0 00 85 9-36 127 0-00 65 9 07 82 0 00 93 8-67 12 0-00 95 8 01 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX OAY -f FIRE FLOW AT NODE 81 C 82. RESIDENTIAL DATE 05-29-1986 TIME 08 26 24 FILENAME: PACRIMF5 PAGE: 7 SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS MAXIMUMS 63 5 85 43 133 29 72 29 22 108 131 80 62 31 07 122 129 60 52 39 80 110 127 44 71 39 87 21 124 76 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 37, RESIDENTIAL DATE: 05-29-1986 TIME: 08 29 54 iH FILENAME: PACRIMF6 NO OF TRIALS = 8 - ACCURACY ATTAINED = O 000266 PAGE: te PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP mm NO. 41 42 RATE LOSS LOSS HEAD OT 1 1 2 1400 0 16 0 504 40 0 .80 0 29 0 00 0-00 2 2 3 3000 0 16 0 330 87 0 53 0 28 0 00 0-00 te 3 3 4 150 . 0 14,0 330 87 0 69 0 03 0-00 0 00 4 4 19 3450 0 14. 0 279 29 0 58 0 45 0 .00 0 00 5 19 20 1050.0 12-0 263 40 0-75 026 0 00 0 00 HI 6 20 21 650 0 12 0 263 40 0 75 0- 16 0 00 0' 00 7 21 23 550-0 12-0 232.40 0 66 0-11 0-00 0 00 .-1 8 23 30 700 0 12 0 1526 61 4 33 4 51 0 00 0 00 9 30 31 500 0 12-0 1986 00 5 63 5-24 0 00 0 00 'te 10 31 38 500 0 12 0 1411 69 4 . 00 2 78 0 00 0 00 11 38 42 1700-0 10-0 582 99 2 38 4 .47 0 00 0 00 12 42 43 1400 0 12 0 12 50 0 04 0 00 0 00 0 00 <te 13 2 6 750 0 12 0 173 53 0-49 0.09 0 00 0 00 14 6 5 2200 0 3 0 72 47 0 46 0 36 0 00 0 00 15 4 5 1600 0 8-0 51-59 0 33 0 14 0-00 0-00 te 16 6 7 2050 0 80 101 06 0 65 0 62 0 00 0 00 17 7 18 1000.0 8-0 26-38 0 17 0 03 0 00 000 _ 18 17 18 550 0 8-0 26-38-0 17-0-01 000 0 00 19 17 19 1500 0 8 0 1311 0-08 0-01 0-00 000 20 17 14 1400-0 8-0 14.23-0 09-0 01 0 00 000 21 14 15 500.0 8-0 94.55-0 .60-0- 13 0 00 0 00 22 5 15 350 . 0 80 124-05 0 79 0- 16 0 00 0-00 MB 23 15 16 500-0 80 15.00 0 10 000 0-00 000 24 7 8 200-0 8-0 74-68 0 48 0 03 0-00 0.00 PM 25 8 9 550 . 0 8-0 30-33 0- 19 002 000 0-00 te 26 9 13 500 0 80 15.33 0 10 0-00 0 00 0.00 27 12 13 300 -0 8 0 4. 15-0-03-0-00 000 0-00 Ml 28 11 12 400 . 0 80 10 85 0 07 0-00 000 0 00 29 10 11 300 . 0 8-0 14 . 35 009 0.00 000 0 00 te 30 8 10 600-0 80 29 . 35 0 19 0 02 0 00 0-00 31 13 14 900 -0 80 30 - 32-0- 19-003 000 000 32 21 22 550 0 10 0 25 00 0 10 0 00 0-00 0-00 te 33 23 24 500 . 0 16 0 1294-21-2 07-058 0.00 0-00 34 24 25 450 0 16 0 1813 10-2 89-0 98 0-00 0-00 — 35 24 26 450 . 0 8 0 506 39 3 23 2 70 0.00 0 00 36 26 27 350-0 8 0 9 50 0 06 0-00 0 00 0 00 W& 37 26 28 250 0 8-0 484-39 3 09 1 38 0 00 0-00 mm 38 28 30 200 0 8 0 459 39 2 93 1 00 0 00 000 39 28 29 500 0 80 12-50 0 08 0 00 0 00 0 00 Hi 40 31 32 350 0 8 0 574 31 3 67 2 66 0 00 0 00 41 32 33 400 0 80 37-00 0 24 0 02 0 00 0 00 OT 42 32 34 850 0 8 0 525 31 3 35 5 47 0 00 0 00 43 34 35 400 . 0 80 51331 3 28 2-46 0-00 0 00 44 35 36 450 0 8 0 501.31 3 20 2 65 0 00 0 00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 37. RESIDENTIAL DATE: 05-29-1986 TIME: 08 32:20 FILENAME: PACRIMF6 PAGE IM PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP OT NO. 41 42 RATE LOSS LOSS HEAD IttI 45 36 38 750-0 80 797 70-5 09-10 46 0 00 0 00 46 36 37 900 0 8 0 1762 50 1 1 25 54 .47 0 00 0 00 47 36 39 300 0 8 0 482 99-3 08-1 65 0 00 0 00 48 39 42 650 0 80 535 49-3 42-4 33 0 00 0 00 te 49 39 40 450 0 8 0 30 00 0 19 0 01 0 00 0 00 50 40 41 250 0 80 10 00 0 06 0 .00 0 00 0-00 51 0 25 2 0 16 0 2813.10 4 49 0 01 0 00 0 00 mm 52 0 1 2-0 160 504.40 0 80 0-00 0 00 0*00 60 50 51 900 0 10 0 244 70 1 00 0 47 0 00 0 00 — 61 51 52 1100 0 80 244-70 1 56 1 -72 0-00 0 00 MH 62 52 63 1750 - 0 12-0 553 09-1 57-1 72 0-00 0 00 63 63 72 3000 - 0 24-0 4656.54 3 30 5 21 0-00 0-00 mm 64 71 72 600 -0 12 0 1446 54-4 10-3 50 0 00 000 65 70 71 600 -0 12-0 1446 54-4-10-3 50 0-00 0.00 mm 66 69 70 700 0 12-0 1081 30-3 07-2 38 0 00 0-00 67 68 69 1200-0 14 0 189.46 0-39 008 000 000 .mm 68 62 68 850 .0 14 . 0 189.46 0 39 005 0-00 0 00 te 69 62 63 2950.0 16 0 2806 61-4-48-14-45 000 0 00 70 62 59 950-0 12 0 385 - 29-1 09-0 48 0 00 0-00 mm 71 59 55 1550.0 12.0 458-15-1 -30-1 07 0-00 0-00 72 55 54 2100-0 12.0 596.29-1 69-2 3? 0 00 000 Ml 73 54 53 1650 - 0 12.0 758.29-2. 15-2 91 0 00 0.00 74 53 52 3050 - 0 120 797-79-2 26-5 90 0 00 0-00 75 62 64 500-0 16 0 3002.43 4 . 79 2-78 0 00 0-00 lOT 76 64 65 1200 0 8-0 53 50 0 34 Oil 0 00 0 00 77 64 66 1500.0 16.0 2898-93 4 63 7 80 0-00 000 OT 78 66 67 1800 0 16.0 2855-93 4 . 56 9 11 0 00 0-00 Hi 79 60 61 400-0 12 0 25 00 0 07 0 00 0-00 0 00 80 59 60 300 0 12 0 37 00 0 10 0 00 0 00 0 00 OT 81 59 58 600 0 12 0 35-87 0 10 0 00 0-00 0-00 82 57 58 1300 - 0 12 0 14-13 0 04 0 00 0 00 0 00 te 83 57 56 1400-0 8 0 97-63-0 62-0 40 000 0-00 84 56 55 1250 0 8 0 138 13-0 88-0 68 0 00 0 00 85 69 77 500 0 14 0 1247.26 2 60 1 05 0 00 0-00 Hi 86 76 77 200 0 8-0 321 24 2 05 0 52 0 00 0 00 87 75 76 300 0 8 0 328.74 2 10 0 81 0-00 0-00 OT 88 74 75 300 0 8 0 338 74 2 16 0 86 0 00 0-00 te 89 73 74 250-0 80 348 - 74 2-23 075 0 00 0-00 90 70 73 150 0 8 0 363-74 2 32 0 49 0-00 0-00 ^-91 77 78 1700-0 16-0 1539.50 2 -46 2-74 0 00 0.00 92 78 86 950 0 12-0 699 47 1 98 1 44 0-00 0-00 M 93 78 80 1000 0 12 0 740-03 2- 10 1 -68 0-00 0 00 94 79 80 1250-0 8 0 62.50-0 40-0- 16 000 0 00 OT 95 80 81 250 -0 12 0 665-03 1 -89 0 35 000 0 00 HI 96 81 82 250-0 8 0 12 . 50 0 08 0 00 0 00 0 00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX DAY FIRE FLOW AT NODE 37. RESIDENTIAL DATE- 05-29-1986 TIME: 08 33:59 FILENAME: PACRIMF6 PAGE: PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP NO 41 42 RATE LOSS LOSS HEAD m 97 81 83 400 0 12-0 640 - 03 1 82 0 51 0 00 0-00 98 83 84 400 . 0 12 .0 569.03 1 -61 0 .41 000 000 99 84 86 1000 0 12 0 699 47-1 98-1 52 0 00 0.00 100 84 85 700-0 14 0 1206 00 251 1 37 0 00 0 00 iM 101 0 63 100 0 24-0 8016 23 5 68 0-47 0 00 0-00 102 0 101 1 -0 18.0 820 - 50 1 03 0 00 0 00 0 00 103 0 50 1 0 100 244 - 70 1 00 0-00 000 000 HH 104 25 67 10000.0 0- 1 0 00-0 15-35 40 0-00 0' 00 110 100 101 700 0 18 0 * 14 - 50-0 52-0 06 0 00 0-00 'M> 1 11 101 103 800-0 12 0 406 00 1 15 0 44 0 00 0 00 m 112 102 103 550-0 12 0 134.00-0-38-0-04 0-00 0 00 1 13 103 104 1 900 0 12 0 82 50 0 23 0 06 0-00 0-00 OT 114 104 105 400-0 12-0 25-00 0 07 0 00 0-00 000 115 104 106 900-0 12 0 25 00 0 07 0 00 0.00 0.00 4M 116 100 107 3000-0 12 0 132-83 038 0 21 0-00 0 00 117 107 108 1150-0 8-0 132 83 0 85 0 58 0 00 0-00 lOT 118 108 109 300 0 80 59.49 0-38 0 03 0 00 0 00 Hi 119 109 110 250-0 8 0 45 99 0 29 0 02 0 00 000 120 110 111 700 0 80 32 49 0 21 003 0 00 000 — 121 108 1 16 650 .0 8 0 59-84 0 38 0 07 0 00 0 00 te 122 116 117 250-0 8-0 24.02 0- 15 0-01 0-00 0-00 123 115 116 250 0 8 0 22.32-0- 14-0-00 0-00 0-00 M" 124 114 115 200-0 80 0-39 000 0-00 000 000 125 111 114 300 0 8-0 11 49 0 07 0 00 0-00 0-00 OT 126 111 112 400-0 80 7 . 50 005 000 000 000 127 112 1 13 250 0 8 0 2 . 50 0 02 0 00 0 00 000 128 114 121 400-0 80 1 - 10 0-01 000 0-00 000 OT 129 120 121 250 . 0 80 1 1 - 76-0 08-0 00 0.00 0.00 130 115 120 400-0 8-0 9 . 22 0-06 0-00 0.00 0.00 OT 131 119 120 250 0 8-0 7 48-0-05-0 00 0.00 000 132 117 119 300-0 80 10 . 52 007 0.00 0 00 0-00 HI 133 118 119 250-0 8-0 4 50-0 03-0 00 0 00 0-00 134 121 122 650-0 80 20.67-0 13-0-01 0-00 0.00 'MM 135 122 123 1250.0 80 34.17-0 22-0 05 0 00 0-00 IB 136 123 128 550 . 0 12-0 227.17-0-64-0- 10 0 00 0-00 137 127 128 650-0 8-0 29 50-0 19-0 02 0 00 000 mm 138 100 128 2500-0 12 0 281-67 0 80 0 70 000 000 mt 139 123 124 250 0 12 0 155 50 0 44 0 02 0 00 000 140 124 125 1000.0 8-0 86-00 0 55 0 23 000 0 00 •mm 141 125 126 700 0 80 43 . 00 0 27 0 04 0 00 0 00 LINE NO 142 IS SHUT OFF PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX DAY + FIRE "^LOW AT NODE 37. RESIDENTIAL DATE: 05-29-1986 FILENAME: PACRIMF6 JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO (ft) (DSi ) GRADE 'IP 1 164 0 0 0 66 7 318 0 <tti 2 107 . 0 0 0 91 3 317 7 <tti 3 58 -0 0-0 112 4 317 4 IM 4 40 0 0 0 120 2 317 4 Ml 5 104 . 0 0 0 92 4 317 3 Ml 6 180 0 0 0 59 6 317 6 7 134 0 00 79 3 3170 OT 8 123-0 15 . 0 84 1 317-0 IM 9 105-0 15 0 91 8 317 0 10 135 0 15 0 78 8 317 0 -7 11 150 0 3-5 72 3 316 9 12 130 0 15 0 81 0 316 9 13 108 . 0 41 -5 90 5 316-9 pp 14 70 . 0 50 . 0 107 0 317-0 15 107-0 14 .5 91 0 317. 1 <Bl 16 102 0 15-0 93 2 317. 1 17 134 .0 27-5 79 3 317.0 •mm 18 138 . 0 0-0 77 6 3170 .te 19 50 0 29-0 115 7 317-0 20 40 0 00 1 19 9 316 7 21 30-0 6-0 124 2 316.5 22 60-0 25.0 111 2 316 5 Hi 23 40-0 00 119 8 316-4 24 68 0 125 107 9 317 0 25 85 . 0 1000.0 101 0 318-0 ite 26 47.0 12 5 115 8 314 3 27 62.0 9-5 109 3 314 3 OT 28 41 -0 12 5 117 8 312 9 te 29 51 0 12-5 1 13 5 312. 9 30 34 . 0 0-0 120 4 311 9 Ml 31 44 0 0-0 1 13 8 306 - 7 32 50-0 12 0 110 1 304 0 Ml 33 70.0 37.0 101 4 304 0 34 75-0 12-0 96 9 298 6 Ml 35 81 0 120 93 2 296- 1 Ml 36 55-0 19 5 103 3 293 4 37 80.0 1762-5 68 9 239-0 OT 38 56 0 31 0 107 4 303 9 m 39 60-0 22 . 5 101 9 295- 1 40 69 . 0 20 0 98 0 295 1 OT 41 75 0 10 0 95 4 295- 1 42 49 0 35.0 108 5 299 4 HI 43 10 0 12-5 125 4 299-4 50 230-0 0 0 66 7 384 . 0 51 200-0 0-0 79 5 383 5 HI 52 290-0 0-0 39 8 381 .8 53 228.0 39 5 64 1 375 9 — 54 132-0 162-0 104 4 373 0 55 127 0 0-0 105 6 370-6 te 56 105 0 40 5 1 14 8 369 9 TIME: 08:35 29 PAGE: 4 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — liM" PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 3^ DATE 05-29-1986 OT FILENAME: PACRIMF6 HI JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC OT NO. (ft) (DSi) GRADE - 57 230-0 83 5 60 5 369 5 -58 260-0 50 . 0 47 5 369 5 OT 59 274 . 0 00 41 -4 369 6 60 260 0 120 47 . 5 369-5 Ml 61 225 0 25 0 62-6 369 5 62 298-0 0-0 30 8 369- 1 wm 63 370 0 0.0 5 9 383 5 te 64 264 . 0 50-0 44-3 366-3 65 160 0 53 5 89 3 366 2 OT 66 270.0 43-0 38 3 358-5 te 67 85 . 0 43-0 114 6 349 4 68 235 .0 00 58- 1 369 0 MP 69 220 0 23-5 64 5 368 9 70 240.0 1 .5 56-9 371 3 te 71 280-0 00 41 - 1 374 8 72 310-0 3210.0 29 6 378-3 M* 73 239.0 15 0 57. 1 370 8 Mi 74 225.0 100 62-9 370 1 75 208-0 10 0 69 9 369 2 pp 76 205-0 75 70 8 368-4 77 202 0 29-0 71 9 367 9 te 78 230.0 100 0 58 6 365-2 79 1150 62-5 107 . 6 363-3 80 190-0 12-5 75 . 2 363 5 Hi 81 185-0 12 5 77-2 363 1 82 190 0 12-5 75 . 0 363 - 1 OT 83 170.0 71 .0 83 . 5 362 6 m 84 191 0 62-5 74-2 362 . 2 85 130 . 0 1206-0 100 0 360 8 IP 86 225-0 0-0 60 1 363 7 Ik 100 370 0 0-0 78-0 549 9 HI 101 330-0 00 95.3 550 .0 102 300-0 134-0 108. 1 549-5 ip 103 290 . 0 189.5 112-5 549-6 ll 104 265-0 32 5 123 3 549 5 105 300-0 25-0 108. 1 549 5 IP 106 300-0 25-0 108 1 549 5 UM 107 310 0 0-0 103 9 549 7 UM 108 245 . 0 13 5 131 8 549 2 'P 109 262 . 0 13 . 5 124 4 549 1 'P 110 255 0 13-5 127 4 549 1 litt 111 279 0 13-5 117 0 549 1 112 310-0 5 0 103 6 549 1 te 113 315-0 2 5 101 4 549 1 ,Ml 114 285.0 10 0 114 4 549 1 TIME 08 36 53 PAGE PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY -f FIRE FLOW AT NODE 37, RESIDENTIAL DATE: 05-29-1986 FILENAME: PACRIMF6 TIME: 08 38:10 PAGE: 6 '•m lH Ip JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO (ft) < psi ) GRADE 115 274-0 13-5 119 2 549 1 116 262-0 13-5 124 . 4 549 1 117 272 -0 13 5 120 1 549 1 118 270 0 4-5 120 9 549- 1 119 274 0 13 5 119 2 549 1 120 285 0 13 5 114 -4 549 1 121 291 0 10 0 11 1 8 549 1 122 250 0 13-5 129 -6 549 1 123 298-0 37 5 108 8 549 1 124 281 0 69 -5 116 2 549 1 125 280-0 43 0 116 5 548 9 126 270 0 43 0 120 8 548 8 127 340-0 29 5 90 7 549 2 128 340 . 0 25 .0 90 -7 549 2 THE NET SYSTEM DEMAND = 9586 SUMMARY OF INFLOWS(+) ANO OUTFLOWS(-) PIPE NO. FLOW 52 504 -40 101 801623 102 820.50 103 244 - 70 |H il SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS MAXIMUMS 124 0-00 46 1 1 25 128 001 101 5-68 127 0-02 9 5 63 27 003 45 5.09 133 0-03 75 4 79 SUMMARY OF MINIMUM AND MAXIMUM HL/1000 Ml MINIMUMS 124 128 127 27 12 000 000 0 00 0 .00 O 00 MAXIMUMS 46 45 9 40 48 60 52 13 94 10 48 7 59 6 66 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 37. RESIDENTIAL DATE: 05-29-1986 TIME 08:38:59 FILENAME: PACRIMF6 PAGE 7 «M SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS MAXIMUMS 63 5 86 108 131 80 72 29 60 122 129 60 62 30 80 110 127 44 66 38 35 43 125 41 52 39 78 109 124 42 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 60 « 6'. RESIDENTIAL iM DATE: 05-29-1986 FILENAME: PACRIMF7 NO OF TRIALS = 8 - ACCURACY ATTAINED = O 000192 TIME: 08-42 28 PAGE: 1 PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP Hi NO-41 42 RATE LOSS LOSS HEAD 1 1 2 1400 0 16 0 201 - 93 0 32 0-05 000 000 Mi 2 2 3 3000 - 0 16 0 101 82 0 16 0 03 0-00 0 00 m» 3 3 4 150 0 14.0 101 82 0 21 0 00 0 00 0-00 4 4 19 3450.0 14 0 54 . 75 0 11 0 02 0 00 0 00 OT 5 19 20 1050 0 12-0 39.07-0- 11-0-01 0-00 0 00 6 20 21 650 0 12 0 39-07-0 11-0 00 0 00 0, 00 *" 7 21 23 550 0 12 0 70.07-0 20-0 01 0-00 0 00 8 23 30 700 . 0 12 0 199-39 0 57 0 10 0-00 000 9 30 31 500-0 12 0 236-00 0 67 0- 10 0 00 0-00 Mi 10 31 38 500 0 12 0 152 36 0 43 0-05 0 00 0-00 11 38 42 1700.0 10-0 65-87 0 27 008 0 00 0 00 — 12 42 43 1400-0 12 0 12 50 0 04 0 00 0-00 0 00 13 2 6 750-0 12 0 100 12 0 28 0 03 000 0 00 14 6 5 2200.0 8 0 40 -26 0 26 0 12 0-00 0 00 15 4 5 1600.0 80 47 06 030 0. 12 0-00 0-00 16 6 7 2050 - 0 8 0 59 85 0 38 0 24 0-00 0 00 teM 17 7 18 1000-0 8 0 12-79-0 08-0-01 000 000 18 17 18 550-0 8-0 12 79 0 08 0 00 0-00 000 HPB 19 17 19 1500-0 80 64 - 82-041-020 0-00 0-00 OT 20 17 14 1400 - 0 8 0 24-53 0. 16 0 03 000 0 00 21 14 15 500 0 80 57-83-0-37-0 05 000 0.00 OT 22 5 15 350-0 8-0 87.33 0 56 0-08 0-00 0 00 23 15 16 500-0 80 15-00 0 . 10 000 000 000 IB 24 7 8 200 0 8-0 72-65 0 46 0 03 0-00 0-00 OT 25 8 9 550-0 8-0 29-24 0 19 0 02 000 0-00 26 9 13 500-0 80 14 . 24 0 09 0 00 0 00 0 00 Mi 27 12 13 300-0 80 5-09-0 03-0 . 00 0 00 000 28 11 12 400 . 0 8 0 9 91 0 06 0 00 0 00 0 00 OT 29 10 11 300 . 0 80 13-41 0-09 000 0-00 0-00 30 8 10 600 0 8 0 28 41 0 18 0 02 0 00 0 00 31 13 14 900 0 8 0 32.35-0 21-0 03 000 0-00 OT 32 21 22 550-0 10 0 25 . 00 0- 10 0 00 0-00 0-00 33 23 24 500-0 16 0 269-46-0-43-0-03 0 00 000 HI 34 24 25 450 0 16 0 365 57-0-58-0 05 0 00 0-00 35 24 26 450 0 8-0 83 61 0 53 0 10 0.00 0-00 MM 36 26 27 350 0 8 0 9 . 50 0 06 0 00 0 00 0 00 ttl 37 26 28 250-0 8 0 61 -61 0 39 0 03 0 00 0 00 38 28 30 200 0 8 0 36 61 0 23 0 01 0 00 0-00 OT 39 28 29 500 0 8 0 12-50 0 08 0 00 0 00 0 00 mt 40 31 32 350 0 8 0 83 64 0 53 0 07 0 00 0 00 41 32 33 400 0 8 0 37 . 00 0 24 0 02 0 00 0 00 42 32 34 850 0 8 0 34 64 0 22 0 04 0 00 0 00 43 34 35 400 0 8 0 22-64 0 14 0 01 0 00 0 00 te 44 35 36 450 0 8 0 10.64 0 07 0 00 0 00 0-00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 60 « 61. RESIDENTIAL DATE: 05-29-1986 TIME: 08:44:55 FILENAME: PACRIMF7 PAGE: •iM PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP NO 41 42 RATE LOSS LOSS HEAD MPI 45 36 38 750-0 8 0 55 49-0 35-0 08 0 00 0-00 HI 46 36 37 900 0 8 0 12 50 0 08 0 01 0 00 0 00 47 36 39 300 0 8 0 34. 13 0 22 0 01 0 00 0 00 OT 48 39 42 650 0 8-0 18 37-0 12-001 0 00 0 00 Hi 49 39 40 450-0 8 0 30 00 0 19 0 01 0 00 0 00 50 40 41 250 0 8 0 10-00 0 06 0 00 0 00 0 00 M. 51 0 25 2 0 16 0 1365 56 2 18 0 00 0 00 0-00 52 0 1 2 0 16-0 201 93 0 32 0 00 0 00 qoo IM 60 50 51 900 0 10 0 399 - 55 1 63 1 - 18 000 0 00 61 51 52 1100.0 8-0 399 - 55 2 55 4.26 0 00 000 62 52 63 1750-0 12 0 955 97-2 71-4 .74 0-00 0.00 OT 63 63 72 3000 - 0 24 .0 5226.08 3 71 6 45 0 00 0 00 64 71 72 600-0 120 2016.08-5 72-6 47 0-00 0-00 — 65 70 71 600 . 0 120 2016.08-5 72-6 . 47 000 0-00 OT 66 69 70 700 . 0 12-0 1550-59-4 40-4 64 0-00 0-00 67 68 69 1200.0 140 380-08-0-79-0.28 0-00 0 00 MB 68 62 68 850 . 0 14-0 380.08-0 79-0 20 0 00 0 00 69 62 63 2950.0 160 3731-93-5 95-24-50 000 0.00 OT 70 62 59 950 . 0 12.0 2556.98 7-25 15-90 0-00 0-00 71 59 55 1550.0 120 903.73-2-56-3-78 0-00 0-00 72 55 54 2100.0 12-0 1154.02-3 27-8-05 0 00 000 OT 73 54 53 1650.0 12-0 1316-02-3 73-8.07 0-00 0 00 74 53 52 3050.0 12-0 1355 - 52-3-85-15 76 0 00 000 — 75 62 64 500 0 16 0 1555-03 2 48 0-82 0 00 000 IH 76 64 65 1200 0 80 53 50 0 34 0-11 0 00 0.00 ^m 77 64 66 1500-0 160 1451 53 2 32 2. 17 0 00 0-00 M" 78 66 67 1800.0 16 0 1408-53 2 25 2 46 0 00 0 00 79 60 61 400 . 0 12 0 1775.00 5-03 3-40 000 000 M 80 59 60 300-0 12 0 3537 - 00 10 03 9 16 0 00 0.00 81 59 58 600-0 12-0 76 29-0 22-0 02 0-00 0 00 OT 82 57 58 1300 0 12-0 126-29 0 36 0 08 0-00 0-00 te 83 57 56 1400-0 8-0 209.79-1 . 34-1 64 000 000 84 56 55 1250 0 8 0 250 - 29-1 60-2 04 0 00 0 00 OT 85 69 77 500 0 14-0 1147-01 2 39 0-89 0.00 0 00 86 76 77 200-0 8-0 421-49 2 69 0 86 0-00 0-00 HI 87 75 76 300-0 80 428.99 2 74 1 .33 0.00 0-00 88 74 75 300-0 8 0 438.99 2 80 1 38 0 00 0-00 •M 89 73 74 250-0 80 448 - 99 2 87 1 20 0 00 0-00 Ml 90 70 73 150 -0 8 0 463 - 99 2 96 077 0 00 0-00 91 77 78 1700 - 0 160 1539-50 2-46 2-74 000 0-00 OT 92 78 66 950 -0 12.0 699 - 47 1 98 1 44 0-00 0-00 HI 93 78 80 1000 0 120 740-03 2- 10 1 68 0.00 0-00 94 79 80 1250 0 8-0 62.50-0 40-0- 16 0 00 000 OT 95 80 81 250 0 12 0 665.03 1 -89 035 0 00 0.00 96 81 82 250 0 8-0 12.50 0 08 0 00 0-00 0-00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — DATE: 05-29-1986 PACIFIC RIM. MAX DAY 4- FIRE FLOW AT NODE 60 « 61 . RESIDENTIAL TIME: 08 46 34 FILENAME: PACRIMF7 PAGE H PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP OT NO. 41 42 RATE LOSS LOSS HEAD 97 81 83 400-0 12 0 640 03 1 82 0 51 0 00 0-00 HI 98 83 84 400 0 120 569 03 1 .61 041 000 000 99 84 86 1000 0 12-0 699 47-1 98-1 52 000 0 00 OT 100 84 85 700 0 14 0 1206 00 2 51 1 37 0 00 0 00 m 101 0 63 100-0 24-0 9913 98 7 03 0-70 0 00 0 00 102 0 101 1 -0 180 820 50 1 03 0 00 0 00 0 00 OT 103 0 50 10 10 0 399 - 55 1 63 0 00 000 0 00 104 25 67 10000 0 0 1 0 00-0 15-35 73 0 00 (X 00 te 110 100 101 700-0 18 0 414 50-0-52-0 06 0-00 0-00 11 1 101 103 800 0 12 0 406.00 1 . 15 0 44 0 00 0 00 112 102 103 550 0 12-0 13400-0 38-0 04 0 00 000 te 113 103 104 1 900 0 12.0 82-50 0 23 0 06 0 00 0 00 114 104 105 400-0 120 25-00 0 07 0 00 0 00 0-00 M» 115 104 106 900-0 12-0 25 . 00 0 07 0 00 0 00 000 te 116 100 107 3000 0 12-0 132.83 0-38 0-21 0 00 0 00 117 107 108 1150-0 8 0 132-83 0-85 0 58 0 00 0-00 •M 118 108 109 300-0 8-0 59 . 49 0-38 0-03 0.00 0 00 119 109 110 250-0 8 0 45-99 0 29 0 02 0 00 0-00 OT 120 110 111 700 . 0 8 0 32-49 0 21 0 03 000 000 121 108 116 650 0 8 0 59 84 0 38 0 07 0 00 0 00 122 116 117 250 0 8-0 24-02 0- 15 0 01 0 00 0 00 M 123 1 15 116 250-0 8-0 22 32-0 14-0 00 0-00 000 124 114 115 200-0 80 0-39 000 0-00 000 0-00 OT 125 111 1 14 300 . 0 8 0 11-49 0 07 0 00 0 00 0 00 M 126 111 112 400 0 8 0 7-50 005 0 00 000 0-00 127 112 113 250-0 8 0 2 50 0-02 0 00 000 0 00 m 128 114 121 400-0 8 0 110 0 01 0 00 000 0-00 129 120 121 250-0 8-0 11.76-0 08-0 00 0-00 0 00 IM 130 115 120 400-0 8 0 9.22 0-06 000 0.00 0-00 131 119 120 250 . 0 8-0 7 48-0 05-0 00 0-00 0-00 PI 132 117 119 300 0 80 10 52 007 0-00 0-00 000 Ml 133 118 119 250-0 8 0 4 .50-0 03-0-00 0 00 0-00 134 121 122 650-0 80 20-67-0 13-0-01 0-00 0-00 M« 135 122 123 1250-0 8 0 34 - 17-0 22-0 05 000 0-00 ^OT 136 123 128 550 0 12-0 227.17-0-64-0 10 000 0-00 •i 137 127 128 650 . 0 8 0 29 50-0 19-0 02 0-00 0-00 MH 138 100 128 2500 0 12 0 281-67 0-80 0 70 0 00 0-00 mi 139 123 124 250 . 0 12 0 155 50 0 44 0 02 0 00 0.00 M 140 124 125 1000.0 8-0 86-00 0 55 0-23 0.00 0 00 141 125 126 700 0 8-0 43 . 00 0 27 0 04 000 0-00 OT LINE NO- 142 IS SHUT OFF PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 60 4 DATE: 05-29-1986 mm FILENAME: PACRIMF7 JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC mm NO. (ft) <DSi) GRADE 1 164 0 0 0 66 7 318 0 2 107 . 0 0 0 91 .4 317 9 OT 3 58 0 0 0 112 6 317 9 4 40 0 0-0 120 4 317-9 OT 5 104 0 0 0 92 6 317 8 te 6 180 0 0 . 0 59 8 317 9 7 134 0 0-0 79 6 317 7 8 1230 150 84-3 317 6 9 105 0 15 0 92- 1 3176 •H 10 1350 15 0 79 1 317 6 11 150 . 0 3 5 72 6 317 6 12 130 . 0 15 0 81 -3 317 6 OT 13 108.0 41 -5 90 . 8 317 6 14 70-0 50 . 0 107 3 3177 — 15 107-0 14-5 91 3 317-7 OT 16 102 0 15-0 93-5 317-7 17 134-0 27-5 79-6 317.7 mm 18 138 .0 0-0 77 -9 317-7 19 50-0 29-0 116 . 1 317.9 mt 20 40 . 0 0-0 120.4 317 9 21 30-0 60 124-8 317-9 22 60 . 0 25-0 111-8 317 9 OT 23 40 . 0 00 120 -4 317-9 24 68.0 12-5 108-3 317 9 — 25 85-0 1000.0 101 .0 3180 26 47-0 125 117-4 317 9 Ml 27 62 . 0 9-5 110-9 317.8 OT 28 41 .0 12 5 120-0 317 8 29 51 0 125 115.6 317 8 M 30 34-0 0 0 123.0 317 8 31 44.0 0-0 118 6 317 7 32 50-0 12 0 116 0 317-6 m 33 70-0 37 0 107 3 3176 34 75 -0 12 0 105-1 317-6 mm 35 81 0 12-0 1025 317-6 36 55 -0 19 5 113 8 317 6 te 37 80-0 12 .5 103-0 317 6 38 56 . 0 31 0 113 4 317 7 39 60 0 22-5 1116 317 6 HI 40 69 0 20 0 107-7 317 6 41 75-0 10 0 105 1 317-6 PM 42 49.0 35-0 116- 4 317 6 te 43 10.0 12.5 133 3 317-6 50 230.0 0-0 66 . 7 384-0 mm 51 200.0 00 79-2 382.8 52 290-0 0 0 38 . 4 378-6 IB 53 228.0 39 5 58 -4 362-8 54 132-0 162 0 96 5 354 . 7 55 127 -0 0 0 95 . 2 346-7 OT 56 105-0 40 5 103-8 344 6 TIME: 08 48:04 PAGE: 4 PIPE DISTRIBUTION SYSTEM ANALYSIS ~ SOLUTION ~ •rm PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 60 •tm DATE: 05-29-1986 mm FILENAME: PACRIMF7 M JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO. (ft) < osi) GRADE 57 230 0 83 5 49-0 343-0 NH 58 260 0 50 0 35 . 9 342 9 59 274-0 00 29 9 342 9 OT 60 260-0 1762 0 32-0 333 - 7 HI 61 225 0 1775 0 45 6 330 3 62 298 0 0-0 26 3 358-8 OT 63 370 0 0-0 58 383 3 64 264.0 50 0 40 7 358.0 te 65 160-0 53 5 85-7 357 9 66 270-0 43.0 37-2 355 8 67 85 -0 43-0 116 3 353-4 OT 68 235-0 0-0 53-7 359 0 69 220-0 23 . 5 60.4 359-3 — 70 240-0 1 .5 53 . 7 363 9 mm 71 280-0 0-0 39-2 370 4 72 310.0 3210-0 29-0 376-8 rmm 73 239 -0 15 0 53 8 363 1 74 225-0 10-0 59 3 361-9 OT 75 208-0 10.0 66 - 1 360 6 76 205 . 0 7 5 66 -8 359 2 77 202 0 29-0 67 8 358 4 mm 78 230-0 100 0 54-4 355-6 79 115 0 62 5 103 5 353 8 — 80 1900 12-5 71 0 354 . 0 ••• 81 185-0 12 5 73- 1 353 6 82 190-0 12 5 70 -9 353 6 te 83 170-0 71 -0 79 3 353 1 te 84 191 0 62-5 70. 1 352 7 ttl 85 130 0 1206 0 95-9 351 3 86 225-0 00 56.0 354-2 Ml 100 370-0 0 0 78 -0 549 . 9 Ml 101 330-0 0-0 95 . 3 550-0 102 300-0 1340 108- 1 549 5 te 103 290-0 189-5 112-5 549-6 104 265-0 32 5 123-3 549-5 Ml 105 300.0 25-0 108 1 549 . 5 106 300 . 0 25 0 108. 1 549 5 m 107 310 0 0 0 103.9 549 7 m 108 245-0 13 5 131 8 549 2 109 262 . 0 13-5 124-4 549 . 1 m 110 255-0 13 5 127 4 549 1 m 111 279 0 13 5 117-0 549 1 112 310-0 5 0 103 6 549 1 OT 113 315-0 2 5 101 4 549 1 114 285 0 10-0 114 4 549 1 TIME: 08 49 27 PAGE: PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION ~ PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 60 < 61, RESIDENTIAL DATE: 05-29-1986 mm FILENAME: PACRIMF7 HI JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC OT NO. (ft) (psi) GRADE 115 274-0 13 5 119-2 549. 1 Hi 116 262-0 13 5 124 4 549. 1 117 272-0 13 5 120 1 549 1 OT 118 270 . 0 4 5 120 9 549- 1 IB 119 274 .0 13 5 119 2 549. 1 120 285-0 13 5 114 4 549- 1 OT 121 291 0 10 0 1118 549 1 122 250 0 13 5 129-6 549. 1 Hi 123 298 0 37 5 108 8 549 1 •mt 124 281 0 69 5 116- 2 549 - 1 125 280-0 43 0 1165 548 9 mm 126 270-0 43 0 120 8 548 -8 127 340-0 29 5 90 7 549 2 128 340 . 0 25 0 90.7 549-2 OT THE NET SYSTEM DEMAND = 11336 «M SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) PIPE NO. FLOW OT 52 201 93 101 102 991398 820.50 OT 103 399.55 TIME: 08:50:45 PAGE: 6 SUMMARY OF MINIMUM ANO MAXIMUM VELOCITIES MINIMUMS MAXIMUMS 124 0 00 80 10 03 128 0 01 70 7 25 127 0 02 101 7 03 133 0 03 69 5 95 27 0 03 65 5 72 SUMMARY OF MINIMUM AND MAXIMUM HL/1000 MINIMUMS 124 128 127 12 133 0-00 0-00 0-00 000 0-00 MAXIMUMS 80 70 65 79 69 30-52 16 73 10 . 78 8.51 8 30 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX DAY + FIRE FLOW AT NODE 60 < 61, RESIDENTIAL DATE: 05-29-1986 TIME: 0851:34 FILENAME: PACRIMF7 PAGE: 7 SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS MAXIMUMS HI 63 5 76 43 133 29 62 26 35 108 131 80 OT 72 28 97 122 129 60 te 59 29 86 110 127 44 60 31 96 21 124 76 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM. MAX DAY 4 FIRE FLOW AT NODE 112 S 113. RESIDENTIAL DATE: 05-29-1986 TIME: 08:55:03 FILENAME: PACRIMF8 NO OF TRIALS » 8 - ACCURACY ATTAINED - O.000211 PAGE: JBte PIPE NODE NODE LENGTH DIA-FLOW VELOCITY HEAD MINOR PUMP NO. 41 42 RATE LOSS LOSS HEAD OT 1 1 2 1400-0 16-0 201 93 032 005 0-00 000 2 2 3 3000.0 160 101-82 0. 16 0 03 0 00 0 00 IB 3 3 4 150-0 14.0 101-82 021 0 00 0-00 000 4 4 19 3450 - 0 14.0 54-75 0- 11 0-02 0-00 000 OT 5 19 20 1050-0 12.0 39.07-0. 11-0-01 0-00 0-00 IB 6 20 21 650 . 0 12.0 39-07-0- 11-0 00 0.00 0 00 7 21 23 550-0 12 0 70.07-0 20-0-01 0.00 0 00 M 8 23 30 700 . 0 12 0 199.39 0-57 0 10 0 00 0 00 9 30 31 500.0 12.0 236.00 0-67 0. 10 0-00 0 00 IM 10 31 38 500-0 120 152-36 0 43 005 0 00 0 00 11 38 42 1700.0 10.0 65.87 0-27 0-08 0 00 0 00 12 42 43 1400-0 12 0 12.50 0-04 0-00 0-00 0 00 OT 13 2 6 750.0 12.0 100-12 028 0-03 0 00 000 14 6 5 2200.0 8-0 40-26 0 26 0 12 0 00 000 15 4 5 1600.0 8-0 47.06 0-30 0-12 0-00 000 •H 16 6 7 2050 -0 80 59.85 038 0 24 0 00 0.00 17 7 18 1000-0 80 12-79-0 08-001 0-00 0-00 18 17 18 550-0 8 0 12 -79 0 08 0 00 0 00 0 00 19 17 19 1500.0 8-0 64.82-041-020 0-00 000 OT 20 17 14 1400-0 8-0 24.53 0-16 0-03 0-00 0 00 21 14 15 500.0 8-0 57.83-0-37-0-05 0-00 000 22 5 15 350.0 8.0 87.33 0-56 008 000 000 HI 23 15 16 500-0 80 15-00 0.10 0 00 0 00 000 24 7 8 200 0 80 72-65 0-46 003 000 0.00 OT 25 8 9 550.0 8-0 29-24 0- 19 0-02 000 000 Itt 26 9 13 500-0 80 14-24 0-09 000 0.00 0-00 27 12 13 300-0 8.0 5 09-0 03-0-00 0-00 0.00 HI 28 11 12 400-0 8-0 9-91 0-06 0 00 0-00 000 29 10 11 300.0 8-0 13-41 009 000 000 0-00 Mt 30 8 10 600-0 8-0 28-41 0- 18 002 0 00 000 31 13 14 900.0 8-0 32 - 35-021-003 000 0 00 OT 32 21 22 550.0 10-0 25.00 0. 10 0 00 0-00 0.00 HI 33 23 24 500.0 16-0 269.46-0 43-003 0.00 0.00 34 24 25 450.0 16-0 365.57-0 58-0-05 0-00 0 00 te 35 24 26 450.0 80 83.61 0 53 0- 10 000 000 36 26 27 350.0 80 9 50 0-06 0 00 0 00 000 IB 37 26 28 250 . 0 80 61 61 0 39 0-03 000 0 00 MP 38 28 30 200-0 8 0 36 61 0 23 0-01 0.00 0-00 39 28 29 500 . 0 8 0 12-50 008 0-00 0 00 0 00 te 40 31 32 350-0 80 83-64 0 53 0-07 0 00 0 00 41 32 33 400 0 8-0 37-00 0-24 0-02 0 00 0 00 mm 42 32 34 850 . 0 8 0 34-64 0 22 004 000 0-00 te 43 34 35 400.0 80 22-64 0. 14 0-01 0.00 0-00 44 35 36 450.0 8-0 10-64 0-07 0 00 0-00 0 00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 112 < 113, RESIDENTIAL DATE: 05-29-1986 TIME: 08:57 29 FILENAME: PACRIMF8 PAGE PIPE NODE NODE LENGTH DIA-FLOW VELOCITY HEAD MINOR PUMP OT NO. 41 42 RATE LOSS LOSS HEAD 45 36 38 750.0 80 55-49-0 35-0 08 0 00 0-00 M 46 36 37 900.0 8-0 12 . 50 0 08 0 01 0-00 0 00 OT 47 36 39 300.0 8-0 34. 13 0 22 0 01 0 00 0 00 48 39 42 650-0 8-0 18-37-0 12-0 01 0 00 000 HI 49 39 40 450 0 8 0 30-00 0 19 0 01 0 00 0 00 50 40 41 250-0 80 10 . 00 006 0-00 0-00 0 00 51 0 25 20 16-0 1365 56 2. 18 0 00 0 00 000 OT 52 0 1 20 16.0 201-93 032 0 00 0-00 0 00 60 50 51 900-0 10-0 185-87 0-76 0 29 0 00 0 00 «. 61 51 52 1100.0 80 185-87 1 . 19 1 03 0-00 0.00 62 52 63 1750-0 12.0 409.35-1 - 16-0 98 0-00 0 00 OT 63 63 72 3000.0 24.0 4213-58 2.99 4-33 000 000 arm 64 71 72 600.0 12-0 1003.58-2-85-1 78 000 000 65 70 71 600.0 12.0 1003.58-2 85-1-78 000 000 mm 66 69 70 700.0 12.0 707 - 74-201-1 09 000 000 67 68 69 1200.0 14-0 632.42 1 32 0-71 000 0-00 — 68 62 68 850 -0 14-0 632-42 1 -32 0 51 000 000 69 62 63 2950.0 16.0 2004 - 73-3 20-7-75 0.00 000 70 62 59 950.0 12-0 182-73-0 52-0 12 000 000 71 59 55 1550.0 12.0 296.48-0 84-0-48 0-00 000 72 55 54 2100.0 12.0 393 - 73-1 . 12-1 - 10 0 00 000 OT 73 54 53 1650-0 12-0 555.73-1 58-1.63 000 000 74 53 52 3050.0 12-0 595 - 23-1 69-343 000 0.00 •mm 75 62 64 500-0 160 1555.03 2.48 0-82 0-00 000 m 76 64 65 1200-0 80 53.50 0-34 0- 11 0 00 0-00 77 64 66 1500.0 16.0 1451-53 2.32 2. 17 0 00 0 00 OT 78 66 67 1800-0 16.0 1408.53 2 . 25 2 46 0 00 0 00 PI 79 60 61 400-0 12-0 25.00 007 000 0 00 0.00 ^OT 80 59 60 300-0 12-0 37-00 0. 10 0-00 0-00 000 Ml 81 59 58 600-0 12-0 76.76 0-22 0 02 0 00 0-00 82 57 58 1300.0 120 26.76-0-08-000 0 00 0-00 Ml 83 57 56 1400-0 80 56-74-0 36-0 15 0-00 0 00 84 56 55 1250.0 80 97.24-0 62-0 35 0-00 000 OT 85 69 77 500.0 14-0 1316 66 2.74 1 . 16 000 0.00 Ml 86 76 77 200-0 8-0 251 -84 1 -61 0 33 000 0-00 87 75 76 300.0 80 259.34 1 66 0-52 000 000 88 74 75 300.0 8-0 269 34 1 72 056 0 00 0-00 89 73 74 250-0 8.0 279.34 1 .78 050 0-00 000 OT 90 70 73 150.0 8-0 294.34 1 88 033 000 000 91 77 78 1700.0 16-0 1539-50 2 46 2-74 000 000 92 78 86 950.0 12 0 699.47 1 98 1 44 0 00 0-00 MM 93 78 80 1000-0 12.0 740.03 2- 10 1 68 000 0 00 94 79 80 1250.0 8-0 62 - 50-0-40-0.16 000 000 95 80 81 250-0 120 665•03 1-89 0-35 0 00 0 00 te 96 81 82 250.0 80 12.50 0 08 0-00 0 00 0-00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 112 C 113. RESIDENTIAL DATE: 05-29-1986 FILENAME: PACRIHF8 TIME: 08:59 08 PAGE PIPE NODE NODE LENGTH OIA-FLOW VELOCITY HEAD MINOR PUMP NO-41 42 RATE LOSS LOSS HEAD 97 81 83 400.0 12.0 640.03 1-82 0 51 0-00 0 00 mm 98 83 84 400.0 12.0 569.03 1-61 041 000 0-00 _ 99 84 86 1000 0 12-0 699.47-1 98-1 52 000 0 00 100 84 85 700 0 14-0 1206-00 2 51 1 37 000 0 00 M 101 0 63 1000 24-0 6627.66 4.70 0-33 000 0 00 102 0 101 10 18.0 2570 50 3 24 0 00 0 00 0 00 "~ 103 0 50 1.0 10 0 185.87 0-76 0-00 0-00 000 Mi 104 25 67 100000 0. 1 0-00-0- 19-52 47 0 00 O 00 110 100 101 700.0 18-0 2164 50-2 73-1 19 000 0 00 111 101 103 800.0 12.0 406 00 1 . 15 0 44 0-00 0-00 112 102 103 550-0 120 134-00-0 38-0-04 0 00 0 00 MU 113 103 104 1900.0 12 0 82-50 0-23 0 06 0-00 0-00 114 104 105 400.0 12-0 25.00 0-07 0-00 0 00 0-00 115 104 106 900 0 12-0 25-00 0-07 0 00 0 00 000 mm 116 100 107 3000 0 120 1072-16 3-04 10 04 0-00 0.00 117 107 108 11500 8-0 1072.16 6-84 27.72 000 000 mr. 118 108 109 300 0 8-0 680.28 4 . 34 3- 11 000 0-00 MC 119 109 110 250.0 8-0 666.78 4.26 2 50 0-00 0 00 120 110 111 700-0 80 653 28 4- 17 6 74 0-00 0-00 pw 121 108 116 650-0 80 378 - 38 241 2 . 28 0-00 000 122 116 117 250-0 8-0 27-83 0. 18 0 01 0-00 000 te 123 115 116 250-0 8-0 337.05-2- 15-071 000 0 00 124 114 115 200.0 8-0 583.20-3 72-1.56 0-00 000 te 125 111 114 300-0 80 1117.72-7. 13-7 81 000 0-00 IH 126 111 112 400 0 80 1757.50 11-22 24 . 08 000 0-00 127 112 113 250-0 8 0 877 - 50 5.60 4. 16 0 00 000 pi 128 114 121 400-0 8.0 544-52-3-48-2 . 75 000 0.00 Ml 129 120 121 250-0 8.0 276.82-1 .77-0 49 000 0 00 130 115 120 400.0 80 259.65-1 66-0-70 0 00 0-00 te 131 119 120 250-0 80 3-67-0.02-0-00 0 00 000 132 117 119 300.0 80 14.33 009 0-00 000 000 • 133 118 119 250-0 80 4.50-0-03-0 00 000 0-00 134 121 122 650.0 80 831.34-531-9-78 000 000 OT 135 122 123 1250.0 8-0 844.84-5-39-19 38 0 00 0-00 Hi 136 123 128 550.0 12.0 1037.84-2 94-1 73 000 000 137 127 128 650 0 80 29.50-0. 19-002 0.00 0.00 OT 138 100 128 2500.0 12-0 1092 34 3. 10 8 66 0.00 0-00 MHtt 139 123 124 250.0 120 155-50 0-44 0 02 0 00 0 00 140 124 125 1000 0 80 86-00 0 55 0-23 0 00 0-00 141 125 126 700.0 80 43 . 00 0 27 0 04 000 000 LINE NO- 142 IS SHUT OFF PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 112 < 113, RESIDENTIAL DATE: 05-29-1986 TIME: 09:00:39 PAGE: 4 mm FILENAME: PACRIMF8 Hi JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO. (ft) (psi) GRADE OT 1 164 0 0 0 66 7 318.0 2 107.0 00 91 .4 317-9 3 58.0 00 112 6 317 9 IM 4 40.0 0-0 120-4 317.9 5 104-0 0 0 92 6 317 8 te 6 180.0 0 0 59-8 317-9 7 134.0 0 0 79.6 317-7 mm 8 123.0 15-0 84 . 3 3176 Mi 9 105-0 15 0 92. 1 3176 10 135-0 15 0 79. 1 317-6 11 150-0 3-5 72 . 6 317.6 12 130.0 15-0 81 -3 317-6 te 13 108.0 41 5 90.8 317-6 14 70.0 50 0 107-3 3177 15 107-0 14.5 91 -3 317-7 te 16 102.0 15-0 93-5 3177 17 134.0 27.5 79 . 6 317.7 — 18 138.0 0-0 77 . 9 317 7 te 19 50-0 29-0 116- 1 317.9 20 40-0 0.0 120.4 317-9 1"" 21 30.0 60 124-8 317-9 22 60-0 25.0 1118 317.9 te 23 40-0 00 120.4 317-9 24 68.0 12.5 108.3 317.9 OT 25 85.0 1000.0 101 0 318.0 IP 26 47.0 12-5 117.4 317.9 27 62.0 95 110-9 317-8 PI 28 41-0 12-5 1200 317 8 m 29 51-0 12-5 1 15-6 317.8 m 30 34.0 00 123-0 317 8 mm 31 44.0 00 118.6 317.7 32 50-0 12.0 116-0 317-6 IM 33 70-0 37-0 107-3 317.6 34 75-0 12 0 105-1 317 6 OT 35 81 -0 12-0 102 . 5 317.6 Ml 36 55-0 19-5 113 8 317 6 37 80-0 12 5 103.0 317-6 OT 38 56.0 31 0 113.4 317 7 39 60-0 22-5 111 -6 317.6 tti 40 69.0 20 0 107 . 7 317-6 41 75.0 10.0 105. 1 317-6 42 49-0 35-0 116 4 317 6 IM 43 10-0 12.5 133 . 3 317-6 50 230-0 0 0 66 . 7 384 . 0 — 51 200.0 0-0 79.6 383 -7 te 52 290-0 00 40 . 2 382.7 53 228-0 39 . 5 65.5 379 -2 PM 54 132.0 162-0 106-4 377-6 55 127.0 00 108 1 376.5 Mi 56 105 . 0 40 . 5 117.5 376 2 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY FIRE FLOW AT NODE 112 < 113. RESIDENTIAL Ml DATE: 05-29-1986 FILENAME: PACRIMF8 OT JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC m NO. (ft) (psi) GRADE 57 230.0 83 5 63.3 376.0 OT 58 260 . 0 50 .0 50 3 376.0 59 274-0 0-0 44-2 376-0 60 260-0 12.0 50-3 376-0 M 61 225-0 25 . 0 65.4 376.0 62 298-0 00 33 . 8 375-9 63 370-0 00 5-9 383-7 OT 64 264.0 50.0 48. 1 375. 1 65 160 . 0 53 5 93-2 375 . 0 _ 66 270-0 43-0 44 . 6 372-9 67 85.0 43.0 123 . 7 370-5 OT 68 235 . 0 00 60-8 375.4 69 220-0 23-5 67-0 374.7 70 240-0 1 5 58.8 375-8 OT 71 280.0 0 0 42.3 377.6 72 310.0 3210-0 30-0 379-3 — 73 239.0 15 0 59- 1 375-5 74 225.0 100 65-0 375-0 75 208-0 10-0 72.1 374-4 76 205-0 7 5 73 -2 373 . 9 77 202.0 29 0 74 3 373-5 OT 78 230.0 100.0 61 0 370-8 79 115.0 62-5 110. 1 369 . 0 80 190.0 12.5 77.6 369. 1 OT 81 185-0 12.5 79 6 368-8 82 190-0 12 5 77.5 368-8 OT 83 170-0 710 85-9 368 3 84 191.0 62-5 76 . 6 367 . 8 ^M 85 130.0 1206-0 102-5 366-5 OT 86 225.0 0-0 62.6 369 - 4 100 370.0 00 77 . 5 548.8 PI 101 330.0 00 95-3 550.0 102 300 . 0 134.0 108. 1 549-5 OT 103 290-0 189.5 1125 549-6 te 104 265-0 32 5 123-3 549 5 105 300-0 25.0 108- 1 549 . 5 HP 106 300.0 25-0 108- 1 549-5 107 3100 00 99. 1 538.8 te 108 245.0 13 5 115-3 511-0 109 262 . 0 135 106 6 507-9 110 255.0 13-5 108 . 5 505-4 te 111 279-0 13.5 95-2 498-7 112 310.0 880.0 71-3 474 6 mm 113 315.0 877 . 5 67 . 4 470 . 4 114 285 . 0 10 0 96 0 506-5 TIME: 09 02:02 PAGE: 5 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX OAY 4 FIRE FLOW AT NODE 112 t 113, RESIDENTIAL DATE: 05-29-1986 •mm FILENAME: PACRIMF8 mm JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC — NO. (ft) (psi) GRADE 115 274 . 0 13-5 101 4 508 1 Mi 116 262.0 13-5 106 9 508 8 •M 117 272-0 13 5 102 6 508 8 118 270 . 0 45 103 5 508 8 Mi 119 274 0 13 5 101 7 508 8 120 285 -0 13.5 97 0 508 8 *~ 121 291 0 10-0 94 6 509 2 M 122 250.0 135 116 6 519 0 123 298-0 37 5 104 2 538 4 124 281 .0 69-5 111 5 538 4 125 280.0 43 0 111 9 538 2 OT 126 270.0 43-0 116 2 538 1 mm 127 340-0 29-5 86. 7 540 1 •M 128 340-0 25.0 86 7 540 1 THE NET SYSTEM DEMAND = 9586 mm. SUMMARY OF INFLOWS(+) ANO OUTFLOWS( -) mm PIPE NO- 52 101 102 FLOW 201-93 6627-66 2570 - 50 mm 103 185-87 m SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES MINIMUMS MAXIMUMS OT 131 002 126 11 22 m 133 0-03 125 7. 13 27 003 117 6-84 mt 12 36 0-04 0-06 127 135 5 . 60 5.39 TIME: 09:03:19 PAGE SUMMARY OF MINIMUM AND MAXIMUM HL/1000 MINIMUMS MAXIMUMS 131 0 00 126 60 20 12 0 00 125 26 04 133 0 00 117 24 11 27 0 00 127 16 63 115 0 00 135 15 50 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 112 t 113, RESIDENTIAL DATE: 05-29-1986 TIME: 09:04:09 FILENAME: PACRIMF8 PAGE: 7 SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS 63 72 62 52 71 30 33 40 42 92 05 76 16 28 MAXIMUMS 43 133.29 124.76 123-70 123-28 122.98 21 67 104 30 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY 4 FIRE FLOW AT NODE 106. RESIDENTIAL DATE: 05-29-1986 FILENAME-- PACRIMF9 NO. OF TRIALS « 8 - ACCURACY ATTAINED - 0-000222 TIME: 09:07:38 PAGE: 1 PIPE NODE NODE LENGTH OIA. FLOW VELOCITY HEAD MINOR PUMP HI NO 41 42 RATE LOSS LOSS HEAD 1 1 2 1400-0 16-0 201.93 032 005 000 0-00 OT 2 2 3 3000.0 16 0 101-82 0- 16 0 03 0-00 0 00 Ml 3 3 4 150-0 14.0 101 82 0-21 000 0-00 000 4 4 19 3450.0 14-0 54 .75 0- 11 002 0 00 0 00 OT 5 19 20 1050.0 120 39.07-0- 11-0-01 000 000 6 20 21 650.0 12 0 39.07-0 11-0 00 0-00 000 HI 7 21 23 550 -0 12.0 70 - 07-0 20-001 0 00 0.00 8 23 30 700-0 12 0 199.39 0 57 0 10 0 00 0 00 9 30 31 500.0 120 236-00 0-67 0. 10 0 00 000 te 10 31 38 500 . 0 12-0 152.36 043 0 05 000 0-00 11 38 42 1700.0 10.0 65.87 027 008 000 0-00 OT 12 42 43 1400.0 12-0 12-50 0-04 0 00 000 0.00 13 2 6 750 . 0 12.0 100.12 0.28 003 000 000 14 6 5 2200 0 80 40.26 0 26 0- 12 0-00 0-00 15 4 5 1600-0 8-0 47.06 030 0. 12 0-00 000 16 6 7 2050 - 0 8-0 59.85 038 024 000 0.00 te 17 7 18 1000-0 8-0 12-79-0-08-001 0-00 000 18 17 18 550.0 80 12 . 79 0 08 0 00 0-00 0.00 mm 19 17 19 1500 - 0 8-0 64.82-041-020 0-00 0 00 m 20 17 14 1400-0 8-0 24-53 0. 16 003 000 0.00 21 14 15 500-0 8-0 57.83-0-37-005 000 0-00 Hi 22 5 15 350-0 8.0 87-33 0-56 0 08 000 000 Ml 23 15 16 500.0 80 15-00 0- 10 0.00 0-00 000 Ml 24 7 8 200 . 0 80 72.65 046 003 000 0-00 IP 25 8 9 550-0 8.0 29-24 0- 19 002 000 0.00 IP 26 9 13 500.0 8.0 14 .24 009 000 0 00 0.00 H 27 12 13 300-0 8.0 5 09-0-03-0-00 0-00 0-00 28 11 12 400.0 80 9.91 0 06 0-00 0-00 0-00 Hi 29 10 11 300 . 0 80 13.41 009 000 0-00 000 m 30 8 10 600 . 0 80 28.41 0- 18 0-02 0-00 000 31 13 14 900 . 0 80 32 - 35-021-0-03 000 0-00 m 32 21 22 550.0 10.0 25.00 0. 10 000 0.00 0.00 Ml 33 23 24 500 . 0 16.0 269 - 46-0-43-0-03 000 000 Ml 34 24 25 450 . 0 16.0 365.57-0 58-0 05 0 00 0-00 35 24 26 450 0 80 83-61 053 0. 10 0.00 0-00 OT 36 26 27 350-0 8 0 9 50 0 06 0 00 0 00 0.00 M 37 26 28 250 . 0 80 61 -61 0 39 003 0-00 0 00 38 28 30 200 . 0 8 0 36.61 0 23 001 000 000 mm 39 28 29 500 . 0 80 12.50 0 08 000 000 000 40 31 32 350-0 80 83 64 0-53 007 0 00 0 00 41 32 33 400-0 80 37-00 024 0-02 000 000 OT 42 32 34 850 0 8 0 34.64 0 22 004 0.00 0-00 43 34 35 400-0 80 22 64 0. 14 0-01 000 000 OT 44 35 36 450 -0 8 0 10-64 0-07 000 0 00 0-00 mt PIPE DISTRIBUTION SYSTEM ANALYSIS ~ SOLUTION — PACIFIC RIM, MAX DAY -f FIRE FLOW AT NODE 106, RESIDENTIAL DATE: 05-29-1986 TIME: 09:10 04 FILENAME: PACRIMF9 PAGE: HI PIPE NODE NODE LENGTH DIA FLOW VELOCITY HEAD MINOR PUMP NO. 41 42 RATE LOSS LOSS HEAD OT 45 36 38 750 0 8-0 55-49-0 35-0 08 0 00 000 IP 46 36 37 900 0 80 12 50 0-08 001 000 0 00 47 36 39 300 . 0 8 0 34. 13 022 0 01 000 0 00 OT 48 39 42 650 . 0 80 18.37-0. 12-001 0 00 0-00 Ml 49 39 40 450-0 8 0 30 . 00 0- 19 001 0 00 0-00 50 40 41 250 . 0 80 10 . 00 006 0 00 0-00 000 OT 51 0 25 20 16.0 1365.56 2. 18 000 0-00 0-00 52 0 1 2-0 16-0 201.93 032 0.00 0.00 000 JH 60 50 51 900 -0 10 0 185-87 0 76 0 29 0 00 0 00 61 51 52 1100-0 80 185.87 1 - 19 1 03 0 00 0-00 62 52 63 1750-0 12-0 409 - 35-1 - 16-098 0-00 000 mm 63 63 72 3000 - 0 24 . 0 4213.58 2.99 4-33 000 000 64 71 72 600.0 12-0 1003-58-2 85-1 -78 000 000 mm 65 70 71 600.0 12.0 1003.58-2-85-1 .78 0-00 000 66 69 70 700.0 12-0 707.74-2-01-1 09 0.00 0-00 67 68 69 1200-0 140 632-42 1.32 071 000 000 mm 68 62 68 850-0 14.0 632.42 1.32 0-51 0-00 0-00 69 62 63 2950.0 16.0 2004-73-3 20-7 . 75 0.00 000 m 70 62 59 950-0 120 18273-0 52-0- 12 000 000 71 59 55 1550.0 120 296.48-0 84-0-48 0-00 0-00 mm 72 55 54 21000 12.0 393.73-1 . 12-1 - 10 0.00 0-00 Ml 73 54 53 1650.0 12.0 555.73-1 -58-1 -63 000 000 74 53 52 3050.0 12.0 595 - 23-1 69-3 . 43 0-00 0 00 Mi 75 62 64 500-0 16-0 1555-03 2-48 082 0-00 000 te 76 64 65 1200.0 80 53-50 034 0-11 0-00 0-00 Hi 77 64 66 1500.0 16.0 1451-53 2.32 2. 17 0-00 0-00 78 66 67 1800-0 16-0 1408.53 2 25 2-46 000 0 00 79 60 61 400-0 12-0 25-00 0 07 000 000 000 IM 80 59 60 300-0 12.0 37 . 00 0 10 0-00 000 0-00 81 59 58 600.0 12.0 76 . 76 0-22 0-02 0.00 0-00 Hi 82 57 58 1300.0 120 26.76-0 - 08-0 00 0-00 0-00 Ml 83 57 56 1400.0 8.0 56.74-0 36-0-15 0.00 0.00 Ml 84 56 55 1250.0 8-0 97 - 24-0 62-0 35 000 000 OT 85 69 77 500 . 0 14-0 1316.66 2 74 1 16 000 0 00 86 76 77 200.0 80 251 84 1 61 0-33 000 0 00 m 87 75 76 300.0 8-0 259.34 1 -66 052 000 0.00 88 74 75 300 . 0 80 269.34 1 72 056 000 0 00 OT 89 73 74 250.0 80 279.34 1-78 0 50 0-00 000 HI 90 70 73 150.0 8 0 294 - 34 1 88 033 0 00 000 91 77 78 1700 0 16.0 1539 50 2 . 46 2-74 0.00 000 OT 92 78 86 950 . 0 12 0 699-47 1 98 1 -44 0 00 000 IM 93 78 80 1000.0 12 0 740.03 2 10 1 -68 000 000 ^M 94 79 80 1250.0 8-0 62 50-0 40-0 16 0-00 000 OT 95 80 81 250-0 120 665.03 1 .89 035 000 0 00 96 81 82 250 0 80 12 50 0 08 000 0-00 0 00 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX OAY 4 FIRE FLOW AT NODE 106, RESIDENTIAL DATE: 05-29-1986 TIME: 09:11:43 FILENAME: PACRIMF9 PAGE OT PIPE NODE NODE LENGTH DIA. FLOW VELOCITY HEAD MINOR PUMP NO-41 42 RATE LOSS LOSS HEAD iMHl 97 81 83 400-0 12.0 640.03 1 82 0 51 0-00 0.00 te 98 83 84 400-0 12.0 569 - 03 1-61 0-41 000 0 00 99 84 86 1000-0 120 699.47-1 .98-1 52 000 0-00 OT 100 84 85 700 0 14.0 1206 00 2.51 1 -37 0-00 000 Hi 101 0 63 100 0 24 . 0 6627.66 4.70 0-33 0-00 000 102 0 101 1 -0 18-0 4320.50 5 45 0-01 000 0-00 M 103 0 50 1 -0 10-0 185.87 076 0-00 000 000 104 25 67 10000-0 0- 1 0 00-0. 19-52 47 0 00 000 te 110 100 101 700-0 18 0 414-50-0-52-0 06 0-00 0-00 111 101 103 800.0 12.0 3906.00 11 - 08 29 34 000 000 PM 112 102 103 550 -0 12-0 134.00-0 38-0 04 0 00 0 00 113 103 104 1900.0 120 3582 50 10- 16 59-38 0.00 000 114 104 105 400 0 12-0 25 . 00 0-07 0-00 0-00 000 — 115 104 106 900.0 12-0 3525 - 00 10 00 27.30 0 00 000 116 100 107 3000 - 0 12-0 132-83 038 021 000 000 te 117 107 108 11500 80 132-83 0-85 0-58 0-00 000 118 108 109 300 . 0 8-0 59.49 0-38 0 03 000 000 119 109 110 250-0 80 45-99 0-29 0-02 000 000 te 120 110 111 700-0 80 32-49 021 003 0 00 000 121 108 116 650 -0 8-0 59-84 038 007 000 0 00 wm 122 116 117 250 . 0 80 24.02 0- 15 001 0-00 0-00 123 115 1 16 250-0 8-0 22.32-0. 14-000 0 00 0 00 124 114 115 200 . 0 8-0 039 0.00 000 0.00 0.00 OT 125 in 114 300 . 0 80 11-49 007 0 00 0 00 000 126 111 112 400 -0 80 7-50 0.05 0 00 000 000 Ml 127 112 113 250-0 8 0 2 . 50 002 000 0 00 0-00 m 128 114 121 400-0 80 1 - 10 001 000 0.00 000 m 129 120 121 250-0 8-0 11.76-0 08-0 00 0-00 000 m 130 115 120 400-0 80 9-22 006 0 00 0-00 0 00 131 119 120 250-0 80 7 48-0-05-000 000 0-00 m 132 117 119 300-0 8-0 10.52 007 0.00 0.00 0-00 Mi 133 118 1 19 250.0 8-0 4 50-0 03-0-00 0.00 0-00 134 121 122 650 . 0 80 20-67-0. 13-001 000 0-00 Mi 135 122 123 1250.0 80 34.17-0-22-0 05 0.00 0 00 136 123 128 550.0 12 0 227 - 17-0-64-0-10 0 00 0 00 Ml 137 127 128 650-0 8 0 29.50-0. 19-0 02 000 000 138 100 128 2500 - 0 12-0 281 67 0-80 0-70 000 000 OT 139 123 124 250 . 0 12-0 155.50 0-44 0-02 0-00 000 Ml 140 124 125 1000.0 8-0 86.00 0-55 0-23 000 000 141 125 126 700.0 8-0 43 . 00 027 0 04 0-00 000 te LINE NO. 142 IS SHUT OFF PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RXH. MAX DAY 4 FIRE FLOW AT NODE 106. RESIDENTIAL DATE: 05-29-1986 TIME: 09:13:13 PAGE: 4 ...... FILENAME: PACRIMF9 JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC HlHtl NO. Cft) (psi) GRADE 1 164.0 00 66-7 318.0 2 107-0 00 91 -4 317-9 HH 3 58.0 0 0 112.6 317-9 4 40.0 00 120.4 317.9 Ml 5 104-0 0-0 92 6 317-8 IH 6 180-0 00 59 . 8 317-9 7 134.0 00 79 6 317-7 OT 8 123-0 150 84-3 317-6 9 105.0 15.0 92- 1 317.6 HK 10 135-0 15.0 79- 1 317.6 11 150-0 35 72-6 317.6 12 130.0 15.0 81 3 317-6 te 13 108.0 41 .5 90.8 3176 14 70.0 50-0 107.3 317.7 — 15 107-0 14.5 91 -3 317.7 Mi 16 102-0 15.0 93-5 317.7 17 134.0 27-5 79.6 317-7 IP*, 18 138-0 00 77.9 317-7 19 50-0 29-0 116-1 3179 Ml 20 40-0 00 120-4 317.9 21 30-0 60 124.8 317-9 OT 22 60.0 25-0 1118 317.9 Ml 23 40.0 00 120-4 317-9 24 68.0 125 108-3 317.9 OT 25 85.0 1000.0 101 0 318.0 HI 26 470 12-5 117-4 3179 27 62 0 95 110.9 317-8 IP 28 41-0 12-5 120-0 317-8 29 51 0 12.5 115-6 317-8 Ml 30 34-0 00 123-0 317.8 31 44-0 0-0 118.6 317.7 M 32 50.0 120 116-0 317-6 ii 33 70.0 37-0 107-3 317.6 34 75.0 120 105. 1 3176 OT 35 81 0 12.0 102-5 317.6 te 36 55.0 19 5 113-8 317-6 tti 37 80.0 12.5 103.0 317-6 HH 38 56 0 31-0 1134 317.7 39 60 0 22.5 1116 317-6 Ml 40 690 20.0 107-7 317.6 41 75-0 10.0 105-1 317.6 OT 42 49-0 35-0 116.4 317 6 HI 43 10.0 12.5 133.3 317.6 50 230.0 0-0 66-7 384-0 51 200.0 00 79-6 383 -7 52 290-0 00 40-2 382-7 •1 53 228.0 39-5 65.5 379-2 54 132.0 162-0 106-4 377-6 55 127-0 0-0 108- 1 376-5 OT 56 105.0 40.5 117.5 376 2 PIPE DISTRIBUTION SYSTEM ANALYSIS ~ SOLUTION — PACIFIC RIM, MAX DAY 4 FIRE FLOW AT NODE 1( w DATE: 05-29-1986 OT FILENAME: PACRIMF9 m JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO. (ft) (psi) GRADE OT 57 230 . 0 83 . 5 63-3 376 0 HI 58 260.0 50 . 0 50 3 376 . 0 59 274 . 0 00 44-2 376 0 OT 60 260.0 12-0 50 . 3 376 . 0 61 225-0 25 0 65-4 376 0 62 298 -0 0-0 33.8 375-9 63 370 . 0 00 5-9 383 -7 64 264.0 50-0 48-1 375. 1 OT 65 160-0 53 5 93-2 375-0 66 270 . 0 43 0 44-6 372 9 — 67 85-0 43-0 123.7 370-5 68 235.0 00 60-8 375.4 69 220-0 23.5 67-0 374 . 7 70 240 . 0 1 5 58 . 8 375 . 8 71 280-0 0-0 42-3 377-6 72 310-0 3210-0 30.0 379-3 73 239-0 15-0 59- 1 375.5 74 225-0 100 65.0 375 0 te 75 208-0 10-0 72-1 374-4 76 205.0 7-5 73 . 2 373 . 9 — 77 202-0 29 0 74-3 373.5 78 230.0 1000 61 0 370.8 HI 79 115.0 62 5 110-1 369-0 Ml 80 190-0 12-5 77.6 369- 1 81 185.0 125 79 . 6 368 8 ttl 82 190 . 0 12.5 77-5 368-8 83 170-0 71 -0 85-9 368-3 84 191 0 62.5 76 . 6 367-8 85 1300 1206-0 102-5 366.5 86 225 . 0 0-0 62 . 6 369-4 Itt 100 370.0 0.0 78-0 549.9 101 330.0 0-0 95.3 550-0 • 102 300.0 134-0 95 . 6 520.6 103 290 . 0 189-5 99-9 520 . 7 te 104 265-0 32-5 85- 1 461-3 IM 105 300-0 25.0 69-9 461 3 106 300-0 3525 0 58- 1 434 . 0 RH 107 310-0 00 103-9 549.7 ii 108 245.0 13 5 131 -8 549. 1 109 262.0 135 124 .4 549- 1 OT 110 255 . 0 135 127-4 549 1 111 279.0 13-5 117.0 549- 1 Ml 112 310.0 5 0 103 . 6 549- 1 113 315.0 2-5 101 . 4 549- 1 OT 114 285-0 10-0 114-4 549 1 TIME: 09:1437 PAGE: 5 PIPE DISTRIBUTION SYSTEM ANALYSIS — SOLUTION — PACIFIC RIM, MAX DAY + FIRE FLOW AT NODE 106, RESIDENTIAL DATE: 05-29-1986 FILENAME: PACRIMF9 OT JUNCTION ELEVATION DEMAND PRESSURE HYDRAULIC NO-(ft) ( psi ) GRADE — 115 274.0 13.5 119 2 549 1 OT 116 262 -0 135 124 .4 549 1 117 272.0 135 120 1 549 1 118 270.0 4-5 120 9 549 1 119 274 0 13-5 119 2 549 1 OT 120 285 0 135 1 14 - 4 549 1 121 291-0 10 0 1 11 8 549 1 122 250-0 13.5 129 6 549 1 tm 123 298 0 37 5 108 8 549 1 124 281 0 69-5 116 2 549 1 OT 125 280 0 43-0 116 5 548 9 Itt 126 270-0 43-0 120 8 548 8 Itt 127 340.0 29-5 90 7 549 2 -128 340.0 25-0 90 • 7 549 2 HI THE NET SYSTEM DEMAND = 11336 SUMMARY OF INFL0WS(4> AND OUTFLOWS( -) OT PIPE NO-FLOW 52 101 201-93 6627.66 OT 102 4320.50 • 103 185-87 -SUMMARY OF MINIMUM AND MAXIMUM VELOCITIES HI MINIMUMS MAXIMUMS 124 0-00 111 11 .08 Ml 128 0-01 113 10-16 Itt 127 133 002 003 115 10-00 102 5-45 OT 27 003 101 4.70 SUMMARY OF MINIMUM AND MAXIMUM HL/1000 MINIMUMS MAXIMUMS ttl 124 0 00 111 36 68 128 0 00 113 31 25 — 127 0 00 115 30 33 Mt 12 0 00 102 6 14 133 0 00 104 5 25 TIME: 09:1554 PAGE: 6 PIPE DISTRIBUTION SYSTEM ANALYSIS ~ SOLUTION — PACIFIC RIM, MAX DAY f FIRE FLOW AT NODE 106. RESIDENTIAL DATE: 05-29-1986 TIME: 09:1643 FILENAME: PACRIMF9 PAGE: 7 SUMMARY OF MINIMUM AND MAXIMUM PRESSURES MINIMUMS MAXIMUMS 63 5 92 43 133 29 72 30 .05 108 131 .80 62 33. 76 122 129 60 52 40 . 16 110 127 -44 te 71 42. 28 21 124 76 m m m