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CT 97-02; Rancho Carrillo; Rancho Carrillo; 1996-10-24
WATER DISTRIBUTION SYSTEM ANALYSIS FOR RANCHO CARRILLO October 24,1996 Job No. 658-004 RECEIVED APR 11* 1998 ENGINEERING DEPARTMENT Wilson Engineering Consulting Engineers WILSON ENGINEERING DEXTER S. WILSON. P.E. ANDREW M. OVEN. P.E. STEPHEN M. NIELSEN, P.E. October 24, 1996 Continental Ranch, Inc. 12636 High Bluff Drive, Suite 300 San Diego, CA 92130 Attention: David Lother, Vice President Development Subject: Water Distribution System Analysis for Rancho Carrillo 658-004 Introduction This letter-report provides a water distribution system analysis for the Rancho Carrillo Project located in the City of Carlsbad. This report determines the required water line sizes throughout the Rancho Carrillo Project and discusses offsite water system improvements required with development of this project. It is not the intent of this report to address water system design for other properties in the vicinity of the Rancho Carrillo Project. Rancho Carrillo is a 668-acre project located adjacent to and south of Palomar Airport Road and east of the proposed intersection of Palomar Airport Road and proposed Melrose Drive. The project will consist of 1,816 residential dwelling units, a 17.1 gross acre school site, and a 4.5 gross acre community facilities site. Approximately 37 percent of the property is to remain as natural open space. Elevations on the Rancho Carrillo Project range from a low of approximately 200 feet to a high of 525 feet. Two water pressure zones will provide service to the project to maintain system pressures below 150 psi. Rancho Carrillo is within the Carlsbad Municipal Water District service area. The project will obtain water service by connecting to existing 700 Zone facilities in its vicinity. A second 7O3 PALOMAR AIRPORT ROAD, SUITE 3OO . CARLSBAD, CA 92OO9 • (619)438-4422 . FAX (619) 438-O173 David Lother October 24, 1996 Page 2 pressure zone will be established within the project boundaries to deliver water to lower elevations. The current project schedule targets the first occupancies within the project to occur around the middle of 1998. Water system improvements will be completed concurrent with required street improvements for the project. Purpose of Study The primary purpose of this study is to establish a hydraulic basis by which to evaluate options relating to initial phasing of the project. Project phasing has been recognized to be important for certain villages within the project. A secondary purpose was to update the previous water study which had been prepared for the project. The previous study was prepared by the Carlsbad Municipal Water District (C.M.W.D. No. 86-502) and is dated April 26, 1993. The main reason for preparing an update is to incorporate into the water system analysis and water pipeline sizing the land uses for the project approved as part of the Rancho Carrillo Master Plan. The Rancho Carrillo Master Plan was approved by the City of Carlsbad in late summer 1993. Water System Design Criteria The basic design criteria utilized in sizing the water distribution system piping for Rancho Carrillo includes a minimum residual pressure of 40 psi under peak hour flow conditions and a residual of at least 20 psi under maximum day plus fire flow conditions. The peaking factors used in analyzing various demand scenarios are 2.0 for average day to maximum day demands, and 4.0 for average day to peak hour demands. David Lother October 24,1996 PageS A computer analysis (KYPIPE Program, University of Kentucky) was used to determine residual pressures throughout the distribution system model. This computer program utilizes the Hazen-Williams equation for determining pipe headless. A "C" value of 120 is used for all pipes. Fire Flows t The fire flow requirements for the Rancho Carrillo development are based on planned land uses from the approved project master plan. A fire flow of 1,750 gpm was used for single family detached residential dwelling units. For multi-family residential villages, fire flows of 2,500 gpm were modeled. For the school site, a fire flow of 3,500 gpm was used in order to size the water distribution system for the project. Projected Water Demand The expected water demand for the Rancho Carrillo Project was estimated using dwelling unit densities derived from the tentative tract map, and the June 29, 1990, Carlsbad Municipal Water District Master Plan. Based on 1,816 dwelling units and a total gross acreage of 668 acres, the density is approximately 2.7 dwelling units per acre. From Table 2 of the June 1990 Master Plan, the average demand for Low-Medium Density land use (0-4 DU/ac) is 1,369 gpd/ac. Based on a dwelling unit density of 2.7 DU/ac, the dwelling unit demand is 507 gpd/DU. This water analysis study uses a demand factor of 600 gpd/DU for single family residential. A water use factor of 1,500 gpd/acre is used for the school site, and a factor of 3,500 gpd/acre is used for the community purpose facilities site. Table 1 provides the calculations used to determine future demands for the Rancho Carrillo Project and shows the breakdown of water demand for the 700 Zone and the 550 Zone of the project. David Lother October 24, 1996 Page 4 The total average water demand for the Rancho Carrillo Project is approximately 1,131,000 gpd (785 gpm, 1.8 cfs). Maximum day demands are estimated to be 2,262,000 gpd (1,571 gpm, 3.5 cfs), and peak hour demands are estimated to be 4,524,000 gpd (3,142 gpm, 7.0 cfs). David Lother October 24, 1996 PageS TABLE 1 Rancho Carrillo Project Water Demands Village A B C D E F G H I J K L M N O P Q R S T Totals Housing Type SF/MF SF/MF MF SF/MF MF MF SF SF/MF SF SF SF MF SF MF SF SF SF SF School Com.Fac. ... Units 45 133 31 149 174 136 58 196 15 65 116 96 103 119 51 78 204 47 17.1 acres 4.5 acres 1,816 Demand Factor 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 600 gpd/DU 1,500 gpd/acre 3,500 gpd/acre — Average Day Demand, gpd 700 Zone 27,000 ' 79,800 18,600 89,400 104,400 81,600 34,800 117,600 9,000 0 13,920 0 61,800 71,400 30,600 46,800 36,720 28,200 0 0 851,640 £OJP*JKttZone 0 0 0 0 0 0 0 0 0 39,000 55,680 57,600 0 0 0 0 85,680 0 25,650 15,750 279,360 Total 27,000 79,800 18,600 89,400 104,400 81,600 34,800 117,600 • 9,000 39,000 69,600 57,600 61,800 71,400 30,600 46,800 122,400 28,200 25,650 15,750 1,131,000 David Lother October 24, 1996 Page 6 Water Service Zones The Rancho Carrillo Project is located within the 700 Water Service Zone of the Carlsbad Municipal Water District. Portions of the project fall below elevation 360 which would cause static pressures in the water system to exceed 150 psi. Therefore, there is a need to establish a lower zone within the project to provide service to areas below elevation 360. 55DA service zone elevation of£2Q feet has been established for the lower zone by the Carlsbad Municipal Water District in previous studies for this project. This report will not seek to modify the previous master planning efforts (April 1993). The water system analysis completed in this report will incorporate the use of the 520 Zone for service to the lower portions of the project. Existing Water System Facilities The existing water system facilities adjacent to the Rancho Carrillo project include a 36-inch 700 Zone water pipeline in Palomar Airport Road and a 27-inch 700 Zone pipeline in Alga Road west of El Fuerte Street to the south of the project and a 21-inch pipeline south of Alga Road winding its way to the 6 million gallon La Costa High Reservoir. There are no existing water lines within the Ranch Carrillo project boundaries. Exhibit "A", attached at the back of this report, provides a schematic showing the existing water facility in the vicinity of the Rancho Carrillo Project. Since the project fronts along Palomar Airport Road, connection to the existing 36-inch water main can be done with initial construction of Melrose Drive through the project. The existing 700 Zone water system to the south of the project in Alga Road does not extend to the subdivision boundary. The 2,000-foot extension of El Fuerte north of Alga Road to the subdivision boundary does not currently have a Carlsbad Municipal Water District pipeline in it. The District has master planned a 30-inch water main to be included in El Fuerte from Alga Road north to Poinsettia Lane, and in the future extending it from Poinsettia Lane north to Palomar Airport Road. The David Lother October 24, 1996 Page? District's Capital Improvement Program projects funding for the 30-inch 700 Zone pipeline from Alga Road to Poinsettia Lane between the years 2001 and 2006. There are no existing 520 Zone water system facilities in the vicinity of the project. All 520 Zone facilities needed for the Rancho Carrillo Project will be built as part of the infrastructure requirements for this development project. »Exhibit "A" shows the boundary between the 700 Zone service area and the 520 Zone service area within the project. This boundary approximately identifies the 360-foot elevation which is nearly the lowest elevation which can be served by the 700 Zone system while maintaining a static pressure of less than 150 psi. This zone boundary shown on Exhibit "A" is approximate and may change slightly based on final grading and improvement plans submitted for individual maps for the villages within this project. These minor adjustments can be made once tentative maps for the villages are submitted and reviewed prior to the start of preparing final improvement plans. Water System Analysis Appendix "A" contains the computer analysis performed for the ultimate Rancho Carrillo water system. Exhibit "A", attached at the back of this report, provides a node and pipe diagram for the computer model and shows the recommended water line sizes for the ultimate buildout of the project. The ultimate water system analysis was performed by modeling a fixed grade node for the 700 Zone water system at the northeast corner of the project. A fixed grade node on the existing 36-inch pipeline in Palomar Airport Road was set at a grade of 689.55 feet. This value was taken from previous water system modeling work performed by the Carlsbad Municipal Water District (April 1993) for the Rancho Carrillo Project. A single fixed grade node in Palomar Airport Road was used to model the entire project because of the uncertainty as to when the offsite 30-inch water line connection in El Fuerte Street to Alga Road would be made. Therefore, we designed the system to adequately operate from a single source in Palomar David Lother October 24, 1996 PageS Airport Road. As will be discussed in the phasing portion of this report, we recommend that the offsite 30-inch connection in El Fuerte Street be completed as soon as the Carlsbad Municipal Water District Capital Improvement Program will allow. The proposed backbone water system includes a 16-inch 700 Zone pipeline in Melrose Drive from Palomar Airport Road to Poinsettia Lane. The remainder of Melrose Avenue includes a 12-inch 700 Zone pipeline. Poinsettia Lane includes a 12-inch 700 Zone pipeline and a 12- > inch 520 Zone pipeline. A pressure reducing station is proposed to be located at the intersection of Melrose Drive and Poinsettia Lane. A 12-inch 520 Zone pipeline is proposed in Melrose Drive from Poinsettia Lane south to Carrillo Way. The 700 Zone system includes a 10-inch and 12-inch pipeline loop through the northeast portion of the project looping back to Melrose Avenue. At the south end of the project, an 8-inch 700 Zone pipeline connects between Melrose Avenue through Villages O, Q, and R to El Fuerte Street. The previous water study prepared by the Carlsbad Municipal Water District had recommended that a 12-inch pipeline loop be constructed offsite south of the Rancho Carrillo Project in Melrose Drive and Alga Road. We are recommending that this 700 Zone loop be completed within the project through Villages O, Q, and R as part of the subdivision water piping. This onsite loop will provide the same level of service and minimize the cost of the water system as well as reduce the duplication of pipelines in the District's system. The proposed 520 Zone water system serves the central portion of the Rancho Carrillo project. Two pressure reducing stations are proposed within the project. One is located at the intersection of Melrose Drive and Poinsettia Lane near Village K and the second is proposed in El Fuerte Street just to the south of Village T. The 520 Zone system will provide service to Villages K, J, the school site, Village L and Village Q. The configuration of the pressure reducing stations is such that one station will obtain primary service from the 700 Zone system coming from Palomar Airport Road and the second station will obtain primary service from the 700 Zone system in El Fuerte Street. This provides for reliability and redundancy within the 520 Zone water system. David Lother October 24, 1996 Page 9 The computer results in Appendix "A" provide printouts for modeling several different scenarios. Included are average day flows, maximum day plus fire flows, and peak hour flows. The critical condition for this project is maximum day plus fire flows. For the ultimate buildout analysis of this project, we included a fire flow in each zone simultaneously. The fire flows were set at the school site, the multi-family residential sites, as well as several single family locations throughout various villages. A summary of the computer modeling results can be found in Table 2. TABLE 2 Rancho Carrillo Project Ultimate Buildout Analysis Summary of Computer Modeling Results Demand Scenario Average Day Demands Maximum Day Plus Fire 2,500 gpm @ Node 725, Village N 1 ,750 gpm @ Node 558, Village K Maximum Day Plus Fire 3,500 gpm @ Node 552, School 1 ,750 gpm @ Node 736, Village R Maximum Day Plus Fire 1,750 gpm @ Node 565, Village Q 1 ,750 gpm @ Node 7 1 4, Village M Maximum Day Plus Fire 1,750 gpm @ Node 555, Village J 1,750 gpm @ Node 707, Village P Maximum Day Plus Fire 2,500 gpm @ Node 57 1 , Village L 1,750 gpm @ Node 722, Village I Peak Hour Demands Minimum Pressure Pressure, psi 66.7 25.1 45.7 35.5 34.5 52.0 66.3 Node 570 558 714 714 707 571 570 Maximum Pressure Pressure, psi 156.4 141.6 134.0 145.2 147.0 144.3 153.4 Node 750 750 750 750 750 750 750 Pressure @ Node Pressure, psi 57.8 25.1 83.2 52.8 69.1 35.5 63.1 34.5 52.0 68.7 Node 725 558 552 736 565 714 555 707 571 722 David Lother October 24, 1996 Page 10 As Table 2 shows, in all cases the residual pressures within the system are above the required minimums based on the demand scenario. As was pointed out earlier in this discussion, these results are based on an ultimate system computer model which is only connected to the existing 700 Zone system in Palomar Airport Road. The model includes the 2,000 feet of 30- inch offsite water line in El Fuerte Street south of the subdivision boundary but no fixed grade node is set at the intersection of Alga Road and El Fuerte Street to provide any input of flow to the computer model. Rancho Carrillo Project Phasing The current development plan for the Rancho Carrillo Project includes Villages A, B, C, D, H, I, J, O, and Q in the initial phase of the project. Before these villages begin construction, the backbone infrastructure system will be constructed including all the utilities in Melrose Drive and Poinsettia Lane. This must be done in order to relocate existing wet utilities which traverse the subdivision so that grading of the project can proceed. Villages A, B, C, D, H, and I are within the 700 Zone service area. Villages A, B, C, and D do not have internal layouts yet so it is not possible to fully address water service within these villages in this report. Villages H and I are small and are planned to be served from a single connection off Melrose Drive. Village J is in the 520 Zone system connected off Poinsettia Lane. This village is small and will ultimately be served from a single connection. Village O is proposed to be serviced by the 700 Zone system. It is also adjacent to Melrose Avenue and will be serviced by a 10-inch 700 Zone pipeline in Carrillo Way which is connected to Melrose Drive. Village O is a small single family development comprising approximately 51 homes. Because the elevations within Village O exceed the range of elevations that can be served by the 520 Zone, it is proposed that Village O be serviced by the 700 Zone system. Static pressures in this village will approach 150 psi. Village O can be serviced from a single feed off Carrillo Way, therefore, there are no phasing issues related to development of Village O. David Lother October 24, 1996 Page 11 Village O Phasing. Village Q is within both the 700 Zone system as well as the 520 Zone system. The northern portion of Village Q is in the 520 Zone system which, on the east end, connects to Melrose Drive by way of Carrillo Way. On the west end, Village Q connects to the second proposed pressure reducing station for the project which is in El Fuerte Street. In building out Village Q, it is anticipated that development will proceed from east to west through Village Q. >As Village Q development moves westward, there will come a point when a single feed off Melrose Drive in Carrillo Way will not be sufficient to deliver the fire flow requirement. Based on our computer modeling studies, we recommend that no more than 73 dwelling units be constructed in the 520 Zone system in Village Q prior to a second connection being made to the 520 Zone system in Village Q. This dwelling unit threshold for Village Q is independent of the level of development in other parts of the 520 Zone service area such as Village J. Figure 1 presents a schematic showing the extent of 520 Zone piping within Village Q which will serve the 73 homes. In Figure 1 this piping is labeled as Phase I 520 Zone Piping. Appendix B presents computer modeling results for the initial phase of development in Village O and Q. Table 3 provides a summary of the computer modeling results. Once the limit of 73 homes within the 520 Zone system in Village Q is reached, there are two alternatives to providing a secondary connection to the 520 Zone system in Village Q. These alternatives are equivalent in terms of their capability to provide adequate domestic and fire flow for the buildout of Village Q. At this point in the processing of the Village Q development plans it is hoped that the Carlsbad Municipal Water District will review both alternatives, find them to be acceptable, and allow the developer to maintain the flexibility to pursue either alternative when the need for a secondary connection arises. With this in mind, we will review the two alternatives. David Lother October 24, 1996 Page 13 TABLE 3 Rancho Carrillo Project First Phase Analysis, Villages O and Q Summary of Computer Modeling Results Demand Scenario Average Day Demands Maximum Day Plus Fire 1 ,750 gpm @ Node 565, Village Q Maximum Day Plus Fire 1 ,750 gpm @ Node 569, Village Q Maximum Day Plus Fire 1 ,750 gpm @ Node 563, Village Q Maximum Day Plus Fire 1 ,750 gpm @ Node 567, Village Q Maximum Day Plus Fire 1,750 gpm @ Node 742, Village O Maximum Day Plus Fire 1 ,750 gpm @ Node 733, Village Q Peak Hour Demands Minimum . Pressure : Pressure, psi 69.3 30.4 25.5 50.6 24.6 69.3 59.5 69.1 Node 567 565 569 567 567 567 733 567 Maximum Pressure Pressure, f psi 156.6 151.9 151.9 151.8 151.8 151.9 151.8 156.2 Node 750 750 750 750 750 750 750 750 Pressure @ Node Pressure, psi 30.4 25.5 69.4 24.6 96.6 59.5 Node 565 569 563 567 742 733 Village Q Phasing Alternative 1. The first alternative to explore includes connecting the 520 Zone system within Village Q to the proposed 12-inch 520 Zone pipeline in Poinsettia Lane. In addition to this pipeline connection, a loop would be completed within the 520 Zone system in Village Q. This piping is depicted in Figure 1 as dashed piping described as Phase II 520 Zone piping. The 8-inch pipeline connecting to Poinsettia Lane would generally follow the proposed alignment of the gravity sewer for Village Q and cross a proposed pedestrian bridge which David Lother October 24,1996 Page 14 would cross the open space canyon between Village Q and Poinsettia Lane. Once the Phase II 520 Zone piping shown in Figure 1 is completed, it allows the buildout of the 520 Zone system within Village Q. Under this alternative, the second pressure reducing station located in El Fuerte Street would be constructed during a later phase of the project. Appendix C presents computer modeling results showing that this alternative will permit the buildout of Village Q. Table 4 provides a summary of the computer modeling results. TABLE 4 Rancho Carrillo Project Second Phase Analysis, Village Q, Alternative 1 Summary of Computer Modeling Results Demand Scenario Average Day Demands Maximum Day Plus Fire 1,750 gpm @ Node 565, Village Q Maximum Day Plus Fire 1,750 gpm @ Node 569, Village Q Maximum Day Plus Fire 1,750 gpm @ Node 566, Village Q Maximum Day Plus Fire 1,750 gpm @ Node 564, Village Q Peak Hour Demands Minimum : Pressure Pressure, psi 69.3 60.0 43.4 39.3 62.4 69.1 Node 567 566 569 566 567 567 Maximum Pressure Pressure, psi 156.6 151.6 151.6 151.6 151.7 155.9 Node 750 750 750 750 750 750 Pressure @ Node i Pressure* psi 66.9 43.4 39.3 67.5 Node 565 569 566 564 David Lother October 24, 1996 Page 15 Village Q Phase Alternative 2. Figure 2 provides a schematic of the second alternative for facilitating the buildout of Village Q. Again, in this figure the Phase I 520 Zone piping indicates that portion of Village Q which could be served off the single connection to Melrose Drive in Carrillo Way. Under this alternative, the second pressure reducing station would be constructed as part of the Phase II facilities for Village Q. In addition, the 8-inch pipeline t connecting the pressure reducing station to the Village Q streets would need to be constructed. Finally, in order to provide a source of water for the second pressure reducing station in El Fuerte Street, the 700 Zone water line in Carrillo Way would have to be constructed from Melrose Drive westerly to El Fuerte Street. This 8-inch and 10-inch pipeline was earlier discussed as the loop line in the 700 Zone system which replaced the previously proposed loop in Melrose Drive and Alga Road offsite. As shown in Figure 2, Phase II facilities include some 520 Zone piping, some 700 Zone piping and the pressure reducing station. The advantage to Alternative 2 is that all the facilities being constructed under Phase II for Village Q are part of the ultimate facilities needed for the entire Rancho Carrillo project, whereas, with Alternative 1 the ultimate water system does not require a 520 Zone connection between Poinsettia Lane and Village Q. However, Alternative 2 does require a lot more piping to be constructed under Phase II for Village Q. As mentioned before, once all the Phase II facilities depicted in Figure 2 are constructed then the balance of Village Q can be constructed. Appendix D includes a computer modeling printout for Alternative 2 showing that buildout of Village Q can be achieved under this proposed scenario. Table 5 provides a summary of the computer modeling results. r i : a i enrooo OJ I ! I'' ' ' >f'.f it '*'//£} " "I :?' . TJ -O -0 -O X I X I > > > > CO CO CO COm m m m CJl-Q -O Ol IV)3) o ra o CO N N O C O O Z3) z z mrn m m C Z ZQ o ozo CO5 o •o z=c o> Ico o H r- m D mom ,t s ; ',! ii if'',-.1' '!* David Lother October 24, 1996 Page 17 TABLE 5 Rancho Carrillo Project Second Phase Analysis, Village Q, Alternative 2 Summary of Computer Modeling Results Demand Scenario Average Day Demands Maximum Day Plus Fire 1,750 gpm @ Node 565, Village Q Maximum Day Plus Fire 1,750 gpm @ Node 569, Village Q Maximum Day Plus Fire 1 ,750 gpm @ Node 566, Village Q Maximum Day Plus Fire 1,750 gpm @ Node 564, Village Q Peak Hour Demands Minimum Pressure Pressure, jpsi 69.3 62.8 44.5 42.2 63.9 69.1 Node 567 567 569 566 567 567 Maximum Pressure Pressure, < psi 156.6 151.6 151.6 151.6 151.7 155.9 Node 750 750 750 750 750 750 Pressure <@ Node Pressure, p*i 69.9 44.5 42.2 73.2 Node 565 569 566 564 Village O Phasing Summary. Village Q phasing begins with the ability to construct 73 homes within the 520 Zone service area off a single connection in Carrillo Way to Melrose Drive. When additional homes within the 520 Zone service area need to be constructed, a second connection needs to be built to Village Q to provide adequate domestic and fire flow to Village Q. This report outlines two workable alternatives for providing the secondary connection in the 520 Zone for Village Q. Either system can work and it is hoped that the Carlsbad Municipal Water District will allow the developer to maintain the flexibility to implement either alternative when the need for a secondary connection in the 520 Zone system of Village Q arises. David Lother October 24, 1996 Page 18 El Fuerte Street. The current Carlsbad Municipal Water District Water Master Plan proposes a 30-inch 700 Zone water main in El Fuerte Street from Alga Road north to Palomar Airport Road. The portion of 30-inch pipeline from Alga Road north to Poinsettia Lane is scheduled for funding by the Carlsbad Municipal Water District C.I.P. between the years 2001 and 2006. The Rancho Carrillo Project is constructing the portion of El Fuerte Street within their subdivision boundaries. Two issues need to be discussed relative to El Fuerte Street. First is the reimbursement by the District to the developer for construction costs of the master planned 30-inch pipeline in the new portion of El Fuerte Street; and secondly, the timing and responsibility for construction of the offsite 30-inch pipeline connection between the southern Rancho Carrillo subdivision boundary and Alga Road. Onsite El Fuerte Street. The El Fuerte Street improvements which the developer is constructing within the subdivision boundary will include the Carlsbad Municipal Water District master planned 30-inch 700 Zone water line. Since this is a master planned facility and is not needed to serve the Rancho Carrillo project, we recommend that the cost of construction of the 30-inch pipeline in El Fuerte Street be borne by the Carlsbad Municipal Water District. The developer needs to make arrangements with the Carlsbad Municipal Water District for fee credits or reimbursement for the cost of constructing this portion of the 30-inch pipeline. Offsite 30-Inch Water Line in El Fuerte Street. El Fuerte Street improvements between Alga Road and the Rancho Carrillo subdivision boundary have been constructed. However, there are no Carlsbad Municipal Water District water facilities within this constructed roadway. The Carlsbad Municipal Water District has confirmed to us that the District's Capital Improvement Program includes a line item for construction of the 30-inch water line in El Fuerte Street. However, the timetable for that construction has been, to this point, At the end of the capital improvement program forecasting time frame (Year 2001 - 2006). Construction of this offsite pipeline by the Carlsbad Municipal Water District will provide a secondary source of water to the Rancho Carrillo Project. In addition, it will David Lother October 24,1996 Page 19 provide a secondary source of water to future projects to the west of the Rancho Carrillo Project. As was presented earlier in this report, the water system design for the Rancho Carrillo Project is based on a single source feed from Palomar Airport Road. Therefore, there is no hydraulic requirement for the offsite El Fuerte Street connection to be made. The need for the connection is based solely on reliability and redundancy of water service to the Rancho Carrillo Project. It should also be noted that there are currently two proposed connections >to the 700 Zone water systems in Palomar Airport Road for the Rancho Carrillo Project. Therefore, we encourage the Carlsbad Municipal Water District to make every attempt to bring forward, within their capital improvement program, the funding for construction of the 30-inch 700 Zone water line in the existing section of El Fuerte Street from Alga Road to the Rancho Carrillo subdivision boundary. Conclusions and Recommendations The following is a summary of our conclusions and recommendations based on our study of the Rancho Carrillo water system: 1. The recommended water system configuration in sizes for the Rancho Carrillo Project are shown on Exhibit "A". 2. The Rancho Carrillo Project requires two water service zones. The project will be connected to existing 700 Zone facilities in Palomar Airport Road and ultimately to a 700 Zone pipeline in El Fuerte Street. A new water service zone will be created within the project At a hydraulic gradeline of 520 feet to serve the lower elevations within the subdivision. 3. The Rancho Carrillo Project is not required to construct any offsite water system facilities. Initially, water service will be obtained by connecting to the existing 36-inch 700 Zone pipeline in Palomar Airport Road. Ultimately, a second connection will be provided in El Fuerte Street by a 30-inch 700 Zone David Lother October 24, 1996 Page 20 pipeline which is a Carlsbad Municipal Water District Capital Improvement Program project. 4. The 520 Zone water system within the project will be served from two pressure reducing stations which will be constructed within the development project. One is located At the intersection of Poinsettia Lane and Melrose Drive and the second is located in El Fuerte Street. 5. Initial development phasing of the project will begin with Villages A, B, C, D, H, I, J, O, and Q. Village Q phasing includes 73 dwelling units within the 520 Zone system which can be served from a single connection to Melrose Drive in Carrillo Way. Beyond that number of units within Village Q, the report has outlined two alternative approaches toward providing a second source to the 520 Zone system in Village Q. We request that the District review both alternatives and allow the developer to maintain the flexibility of using either alternative depending upon the development circumstances At the time the need for the second connection arises. 6. This report recommends that the Carlsbad Municipal Water District pay the costs for the master planned 30-inch pipeline in the segment of El Fuerte Street which is being constructed by the Rancho Carrillo Project. 7. This report's water system analysis is based on the land uses and street configurations established as part of the Rancho Carrillo Master Plan. As individual villages are planned and mapped, we recommend that the water system for each village be evaluated to ensure that it conforms to the overall master plan as presented in this water study. Individual water studies for the various villages may be necessary to verify pipe sizing throughout any village, particularly when the proposed street alignments and configuration may vary from that established in the master plan. 8. Individual pressure regulators must be installed on all the dwelling units within the 700 Zone service area which are below pad elevation 516 feet to prevent water service pressures within the houses to exceed 80 psi. David Lother October 24,1996 Page 21 9. Individual pressure regulators must be installed on dwelling units within the 520 Zone service area which are below pad elevation 336 feet to prevent water service pressures within the houses to exceed 80 psi. If you have any questions regarding the contents of this report, please do not hesitate to call. We are available to discuss our findings with you At your convenience. Wilson Engineering Andrew Oven AO:klb Attachments cc: Craig Kahlen, Rick Engineering Appendix A Carrillo Ranch Ultimate Water System Analysis (See Exhibit A for Node and Pipe Diagram) Conditions Modeled (700 and 520 Zones): 1) Average D ay D emand s. 2) Maximum day demands plus 2,500 gpm fire flow at Node 725 in Village N, and 1,750 gpm fire flow at Node 558 in Village K. 3) Maximum day demands plus 3,500 gpm fire flow at Node 552 at School Site, and 1,750 gpm fire flow at Node 736 in Village R. 4) Maximum day demands plus 1,750 gpm fire flow at Node 565 in Village Q, and 1,750 gpm fire flow at Node 714 in Village M. 5) Maximum day demands plus 1,750 gpm fire flow at Node 555 in Village J, and 1,750 gpm fire flow at Node 707 in Village P. 6) Maximum day demands plus 2,500 gpm fire flow at Node 571 in Village L, and 1,750 gpm fire flow at Node 722 in Village I. 7) Peak Hour Demands. A-l FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG A SUMMARY OF THE ORIGINAL DATA FOLLOWS THERE IS A PRV AT JUNCTION 729 FOR LINE 564 SET AT A GRADE OF 520.00 THERE IS A PRV AT JUNCTION 750 FOR LINE 550 SET AT A GRADE OF 520.00 PIPE NO. NODE NOS,. LENGTH DIAMETER ROUGHNESS MINOR LOS (FEET) (INCHES) 321 322 328 550 551 552 553 554 555 .556 557 558 560 561 562 563 564 565 566 567 568 569 570 571 572 573 580 581 700 701 702 703 704 705 706 707 708 709 710 711 0 321 322 750 551 552 553 553 551 556 557 551 559 561 562 563 729 564 568 565 561 562 559 572 572 571 568 580 328 700 701 702 702 703 706 704 704 708 708 703 321 322 328 551 552 553 554 555 556 557 558 572 561 562 563 580 564 565 565 566 567 568 570 559 571 570 569 564 700 701 702 321 703 706 704 707 705 710 709 708 2600.0 800.0 1650.0 300.0 1500.0 250.0 1200.0 1100.0 200.0 700.0 1300.0 1350.0 1180.0 750.0 850.0 750.0 1400.0 830.0 1120.0 800.0 1000.0 250.0 600.0 350.0 450.0 450.0 900.0 550.0 2100.0 1600.0 700.0 800.0 1010.0 650.0 940.0 720.0 300.0 940.0 250.0 250.0 36.0 36.0 36.0 12.0 12.0 8.0 8.0 8.0 10.0 10.0 8.0 12.0 10.0 10.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 12.0 8.0 8.0 8.0 8.0 16.0 8.0 8.0 12.0 10.0 10.0 8.0 8.0 8.0 8.0 8.0 8.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 K FIXED GRADE 689.55 A-2 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 740 741 742 743 744 745 750 751 752 753 799 998 LINE 999 LINE 998 999 709 706 711 712 713 713 712 716 750 700 720 720 720 716 724 729 750 725 717 729 730 716 740 732 732 734 734 740 741 741 731 736 743 718 718 719 719 729 750 IS 729 IS 706 711 719 713 718 715 716 750 700 720 721 722 723 717 725 726 728 724 724 730 8 731 743 733 734 735 736 741 731 742 740 743 732 714 717 712 744 732 551 CLOSED 564 CLOSED 700 1200 1550 1330 500 650 600 1720 1900 600 900 1150 930 1400 800 500 2700 900 350 1750 2000 1200 700 870 500 900 1940 800 600 600 400 400 1100 350 500 700 600 3000 1 1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 JUNCTION NUMBER DEMAND 8 321 322 328 551 552 553 554 555 556 557 558 17 9 9 9 9 9 19 .00 .00 .00 .00 .00 .80 .00 .10 .00 .70 .60 .30 8 10 10 8 8 8 10 12 16 8 8 8 8 12 8 30 12 8 12 30 30 10 10 8 8 8 8 8 8 8 10 8 8 8 8 10 8 8 1 1 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 ELEVATION . . . . 290. 273. 281. 352. 277. 316. 315. 363. 00 00 00 00 00 00 00 00 00 00 00 00 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 CONNECTING 732 321 322 328 550 551 552 553 554 555 556 557 322 328 700 551 552 553 556 557 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PIPES 703 555 558 998 554 A-3 559 561 562 563 564 565 566 567 568 569 570 571 572 580 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 728 729 730 731 732 733 734 735 736 740 741 742 743 744 750 .00 9.40 .00 6.10 17.10 9.40 9.40 4.80 3.00 6.40 4.20 40.00 .00 6.10 18.80 55.40 75.00 72.50 10.80 5.40 56.70 5.40 .00 10.90 9.70 20.00 .00 14.30 7.30 14.30 .00 .00 7.00 .00 20.40 40.80 6.30 20.50 .00 49.60 .00 .00 .00 .00 .00 9.40 4.90 4.90 9.50 14.70 .00 11.30 10.00 .00 4.20 .00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 366.00 360.00 344.00 265.00 420.00 450.00 430.00 408.00 440.00 454.00 390.00 475.00 380.00 370.00 371.00 400.00 371.00 475.00 523.00 450.00 368.00 460.00 510.00 353.00 437.00 451.00 399.00 418.00 464.00 456.00 .00 .00 .00 400.00 367.00 406.00 360.00 429.00 380.00 420.00 350.00 350.00 365.00 390.00 407.00 328.00 560 560 561 562 564 565 567 568 566 580 570 572 558 563 700 701 702 704 706 708 705 707 709 710 709 713 715 715 750 717 718 725 716 714 721 722 723 724 726 726 727 728 564 731 733 735 735 736 737 738 734 740 742 734 753 550 570 561 562 563 565 566 569 573 573 571 581 701 702 703 705 707 706 710 712 714 718 716 719 730 750 752 722 729 729 727 732 741 736 737 744 740 741 744 719 571 568 569 581 999 567 580 572 720 721 704 711 708 712 713 711 752 717 725 733 751 751 753 723 724 730 731 799 999 743 745 799 738 743 742 745 720 728 998 A-4 OUTPUT SELECTION: ALL RESULTS ARE OUTPUT EACH PERIOD 5 VALUES ARE OUTPUT FOR MAXIMUM AND MINIMUM PRESSURES THIS SYSTEM HAS 80 PIPES WITH 68 JUNCTIONS , 10 LOOPS AND 3 FGNS THE RESULTS ARE OBTAINED AFTER 7 TRIALS WITH AN ACCURACY RANCHO CARRILLO WATER SYSTEM ANALYSIS MODEL OF 700 ZONE AND 520 ZONE SYSTEMS AVERAGE DAY DEMANDS WITHIN THE PROJECT .00159 FILE: 658-004.B PIPE NO. NODE NOS. 321 0 321 322 321 322 328 322 328 550 0 551 551 551 552 552 552 553 553 553 554 554 553 555 555 551 556 556 556 557 557 557 558 558 551 572 560 559 561 561 561 562 562 562 563 563 563 580 564 0 564 565 564 565 566 568 565 567 565 566 568 561 567 569 562 568 570 559 570 571 572 559 572 572 571 573 571 570 580 568 569 581 580 564 700 328 700 701 700 701 702 701 702 703 702 321 704 702 703 705 703 706 706 706 704 707 704 707 708 704 705 709 708 710 710 708 709 FLOWRATE 789.40 456.12 456.12 158.63 44.90 27.10 9.10 9.00 38.60 28.90 19.30 75.13 30.93 16.73 2.15 -3.95 40.77 13.63 5.17 9.40 4.80 14.57 16.35 47.28 27.85 -12.15 6.40 -10.05 456.12 5.25 -50.15 -333.28 208.13 87.51 21.60 5.40 5.40 9.70 38.43 HEAD LOSS PUMP HEAD .02 .00 .01 .03 .01 .01 .00 .00 .00 .01 .02 .03 .01 .00 .00 .00 .08 .01 .00 .00 .00 .00 .01 .00 .01 .00 .00 .00 .36 .00 -.06 -.31 .39 .05 .02 .00 .00 .00 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 MINOR LOSS . .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 VELOCITY .25 .14 .14 .45 .13 .17 .06 .06 .16 .12 • .12 .21 .13 .07 .01 -.03 .26 .09 .03 .06 .03 .09 .10 .13 .18 -.08 .04 -.06 .73 .03 -.32 -.95 .85 .36 .14 .03 .03 .06 .25 HL/1000 .01 .00 .00 .10 .01 .03 .00 .00 .02 .01 .01 .02 .01 ;00 .00 .00 .06 .01 .00 .00 .00 .01 .01 .01 .03 -.01 .00 .00 .17 .00 -.08 -.38 .39 .08 .02 .00 .00 .00 .05 A-5 711 703 708 712 709 706 713 706 711 714 711 719 715 712 713 716 713 718 717 713 715 718 712 716 719 716 750 720 750 700 721 700 720 722 720 721 723 720 722 724 720 723 725 716 717 726 724 725 727 729 726 728 750 728 729 725 724 730 717 724 731 729 730 732 730 8 733 716 731 734 740 743 735 732 733 736 732 734 737 734 735 738 734 736 740 740 741 741 741 731 742 741 742 743 731 740 744 736 743 745 743 732 750 718 714 751 718 717 752 719 712 753 719 744 799 729 732 LINE 998 IS CLOSED LINE 999 IS CLOSED 48.13 27.53 36.73 16.73 25.69 -2.91 14.30 -13.15 -185.44 -344.07 88.00 40.80 6.30 20.50 66.81 25.59 .00 .00 -24.01 49.60 .00 ,00 105.47 84.17 4.90 -11.23 9.50 -25.63 -9.63 -30.93 10.00 74.54 -40.33 43.85 7.30 -17.21 12.53 4.20 -40.77 .02 .02 .02 .01 .03 .00 .01 .00 -.22 -.19 .14 .05 .00 .01 .03 .02 .00 .00 -.02 .00 .00 .00 .13 .05 .00 .00 .00 -.05 .00 -.02 .00 .02 -.02 .07 .00 -.01 .00 .00 -.17 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 • .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .31 .18 .15 .07 .16 -.02 .09 -.05 -.53 -.55 .56 .26 .04 .13 .19 .16 .00 .00 -.15 .14 .00 .00 .43 .34 .03 -.07 .06 -.16 -.06 -.20 .06 .30 -.26 .28 .05 -.11 .05 .03 -.26 .08 .03 .02 .00 .02 .00 .01 .00 -.13 -.10 .24 .06 .00 .02 .02 .02 .00 .00 -.02 .01 .00 .00 .11 .07 .00 -.01 .00 -.02 .00 -.03 .00 ;06 -.06 .06 .00 -.01 .00 .00 -.06 JUNCTION NUMBER 8 321 322 328 551 552 553 554 555 556 557 558 559 DEMAND GRADE LINE ELEVATION PRESSURE .00 .00 .00 .00 .00 17.80 9.00 9.10 9.00 9.70 9.60 19.30 .00 688.30 689.53 689.52 689.52 519.97 519.96 519.95 519.95 519.95 519.97 519.96 519.94 519.93 290.00 273.00 281.00 352.00 277.00 316.00 315.00 363.00 353.00 99.65 107.01 103.55 72.78 105.28 88.39 88.82 68.01 72.34 A-6 561 562 563 564 565 566 567 568 569 570 571 572 580 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 728 729 730 731 732 733 734 735 736 740 741 742 743 744 750 9.40 .00 6.10 17.10 9.40 9.40 4.80 3.00 6.40 4.20 40.00 .00 6.10 18.80 55.40 75.00 72.50 10.80 5.40 56.70 5.40 .00 10.90 9.70 20.00 .00 14.30 7.30 14.30 .00 .00 7.00 .00 20.40 40.80 6.30 20.50 .00 49.60 .00 .00 .00 .00 .00 9.40 4.90 4.90 9.50 14.70 .00 11.30 10.00 .00 4.20 .00 519.92 519.92 519.92 519.92 519.91 519.91 519.92 519.92 519.91 519.93 519.93 519.94 519.92 689.16 689.16 689.22 688.82 688.76 688.76 688.77 688.76 688.81 688.79 688.80 688.75 688.75 688.72 688.72 688.71 688.75 688.72 688.72 688.75 689.02 688.97 689.02 689.01 688.72 688.70 688.30 688.97 688.30 688.30 688.62 688.47 688.47 688.47 688.47 688.52 688.59 688.60 688.59 688.54 688.75 688.97 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 366.00 360.00 344.00 265.00 420.00 450.00 430.00 408.00 440.00 454.00 390.00 475.00 380.00 370.00 371.00 400.00 371.00 475.00 523.00 450.00 368.00 460.00 510.00 353.00 437.00 451.00 399.00 418.00 464.00 456.00 400.00 367.00 406.00 360.00 429.00 380.00 420.00 350.00 350.00 365.00 390.00 407.00 328.00 82.30 101.80 116.96 84.47 86.20 79.26 69.30 95.30 81.00 66.70 69.30 76.24 110.46 116.64 103.64 112.33 121.69 107.79 101.73 129.47 92.63 133.82 138.14 137.71 125.13 137.69 92 . 61 71.81 103.44 138.99 99.11 77.44 145.49 109.21 103.12 125.68 117.44 97.38 100.84 124.93 139.37 122.40 142.34 112.44 133.67 116.36 146.72 146.72 140.22 129.37 122.09 156.42 MAXIMUM PRESSURES A-7 750 741 740 719 733 .00 11.30 .00 .00 4.90 688.97 688.60 688.59 688.75 688.47 328.00 350.00 350.00 353.00 360.00 156.42 146.72 146.72 145.49 142.34 MINIMUM PRESSURES 570 558 567 571 714 4.20 19.30 4.80 40.00 7.30 519.93 519.94 519.92 519.93 688.72 366.00 363.00 360.00 360.00 523.00 66.70 68.01 69.30 69.30 71.81 THE NET SYSTEM DEMAND 789.40 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER 321 FLOWRATE 789.40 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 789.40 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE JUNCTION NUMBER DEMAND 725 2500.00 558 1750.00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY .00027 CARRILLO RANCH WATER SYSTEM ANALYSIS MAXIMUM DAY DEMANDS PLUS 2500 GPM FIRE FLOW AT NODE 725 IN VILLAGE N AND 1750 GPM FIRE FLOW AT NDOE 558 IN VILLAGE K PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 321 322 328 550 551 552 553 554 555 556 557 558 0 321 322 0 551 552 553 553 551 556 557 551 321 322 328 551 552 553 554 555 556 557 558 572 5691.00 3683.03 3683.03 1870.30 89.80 54.20 18.20 18.00 1788.60 1769.20 1750.00 -8.10 .91 .12 .26 2.81 .05 .02 .02 .01 4.20 14.39 77.65 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1.79 1.16 1.16 5.31 .25 .35 .12 .11 7.31 7.23 11.17 -.02 .35 .16 .16 9.38 .03 .10 .01 .01 20.98 20.56 59.73 .00 A-8 560 561 562 563 564 565 566 567 568 569 570 571 572 573 580 581 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 740 741 559 561 562 563 0 564 568 565 561 562 559 572 572 571 568 580 328 700 701 702 702 703 706 704 704 708 708 703 709 706 711 712 713 713 712 716 750 700 720 720 720 716 724 729 750 725 717 729 730 716 740 732 732 734 734 740 741 561 562 563 580 564 565 565 566 567 568 570 559 571 570 569 564 700 701 702 321 703 706 704 707 705 710 709 708 706 711 719 713 718 715 716 750 700 720 721 722 723 717 725 726 728 724 724 730 8 731 743 733 734 735 736 741 731 -96.50 -124.90 -74.01 -86.21 239.90 107.29 -69.69 18.80 9.60 -50.89 37.79 -58.71 50.61 -29.39 12.80 -98.41 3683.03 -361.41 -472.21 -2007.97 1385.75 866.83 43.20 10.80 10.80 19.40 354.53 373.93 332.73 1042.95 1002.95 572.37 515.17 28.60 422.18 -1960.55 -3830.84 176.00 81.60 12.60 41.00 2013.43 1289.74 .00 .00 -1210.26 2500.00 .00 .00 369.30 326.70 9.80 -82.54 19.00 -111.34 -55.82 -98.42 -.11 -.11 -.15 -.17 2.11 .28 -.17 .01 .00 -.02 .03 -.01 .04 -.01 .01 -.16 17.02 -5.15 -3.70 -8.56 13.21 3.57 .06 .00 .00 .01 .78 .86 1.93 9.27 11.14 10.03 3.10 .02 .87 -17.60 -16.56 .51 .18 .01 .05 15.05 27.15 .00 .00 -27.15 5.62 .00 .00 1.36 .63 .00 -.10 .01 -.71 -.08 -.17 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -.39 -.51 -.47 -.55 1.53 .68 -.44 .12 .06 -.32 .24 -.17 .32 -.19 .08 -.63 5.88 -2.31 -3.01 -5.70 5.66 3.54 .28 .07 .07 .12 2.26 2.39 2.12 4.26 4.10 3.65 3.29 .18 1.72 -5.56 -6.11 1.12 .52 .08 .26 5.71 8.23 .00 .00 -7.72 7.09 .00 .00 1.51 1.33 .06 -.53 .12 -.71 -.36 -.63 -.09 -.15 -.17 -.23 1.51 .34 -.15 .01 .00 -.09 .05 -.02 .08 -.03 .01 -.29 8.10 -3.22 -5.28 -10.70 13.08 5.48 .06 .00 .00 .01 3.10 3.43 2.76 7.73 7.19 7;54 6.20 .03 1.45 -10.23 -8.72 .85 .20 .01 .06 10.75 33.94 .00 .00 -30.17 16.05 .00 .00 1.13 .90 .00 -.21 .01 -.36 -.10 -.29 A-9 742 743 744 745 750 751 752 753 799 LINE LINE 741 742 731 740 736 743 743 732 718 714 718 717 719 712 719 744 729 732 998 IS CLOSED 999 IS CLOSED JUNCTION NUMBER 8 321 322 328 551 552 553 554 555 556 557 558 559 561 562 563 564 565 566 567 568 569 570 571 572 580 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 20.00 270.88 -140.74 185.97 14.60 486.57 994.55 8.40 -239.90 DEMAND .00 .00 .00 .00 .00 35.60 18.00 18.20 18.00 19.40 19.20 1750.00 .00 18.80 .00 12.20 34.20 18.80 18.80 9.60 6.00 12.80 8.40 80.00 .00 12.20 37.60 110.80 150.00 145.00 21.60 10.80 113.40 10.80 .00 21.80 19.40 40.00 .00 28.60 14.60 28.60 .00 .01 .25 -.22 1.03 .00 2.79 4.95 .00 -4.52 GRADE LINE 629.29 688.64 688.52 688.26 517.19 517.14 517.11 517.10 517.10 512.99 498.60 420.95 517.19 517.30 517.42 517.56 517.89 517.61 517.60 517.30 517.44 517.43 517.16 517.15 517.19 517.73 671.24 676.39 680.08 666.88 663.25 663.25 663.31 663.25 666.02 665.24 666.01 654.04 637.95 627.92 624.82 627.90 637.08 ELEVATION PRESSURE 290.00 273.00 281.00 352.00 277.00 316.00 315.00 363.00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 366.00 360.00 344.00 265.00 420.00 450.00 430.00 408.00 440.00 454.00 390.00 475.00 380.00 370.00 371.00 400.00 371.00 475.00 523.00 450.00 368.00 98.45 105.79 102.32 71.54 104.04 85.36 79.56 25.11 71.15 81.16 100.71 115.94 83.59 85.20 78.26 68.16 94.22 79.92 65.50 68.10 75.05 109.52 108.87 98.10 108.37 112.18 96.74 90.68 118.43 81.57 123.94 127.94 127.84 110.08 115.68 66.27 44.12 77.09 116.60 A-10 717 .00 622.03 460.00 70.21 718 14.00 624.82 510.00 49.76 719 .00 642.90 353.00 125.62 720 40.80 670.73 437.00 101.28 721 81.60 670.55 451.00 95.14 722 12.60 670.72 399.00 117.75 723 41.00 670.68 418.00 109.49 724 .00 616.41 464.00 66.05 725 2500.00 589.26 456.00 57.75 726 .00 629.29 728 .00 654.68 729 .00 629.29 730 .00 629.29 400.00 99.36 731 .00 635.73 367.00 116.45 732 18.80 633.81 406.00 98.72 733 9.80 633.80 360.00 118.65 734 9.80 633.91 429.00 88.79 735 19.00 633.90 380.00 110.02 736 29.40 634.62 420.00 . 93.00 740 .00 635.47 350.00 123.70 741 22.60 635.55 350.00 123.74 742 20.00 . 635.54 365.00 117.24 743 .00 634.84 390.00 106.10 744 8.40 642.90 407.00 102.22 750 .00 654.68 328.00 141.56 MAXIMUM PRESSURES 750 .00 654.68 328.00 141.56 709 21.80 665.24 370.00 127.94 • 710 19.40 666.01 371.00 127.84 719 .00 642.90 353.00 125.62 708 .00 666.02 380.00 123.94 MINIMUM PRESSURES 558 1750.00 420.95 363.00 25.11 714 14.60 624.82 523.00 44.12 718 14.00 624.82 510.00 49.76 725 2500.00 589.26 456.00 57.75 570 8.40 517.16 366.00 65.50 THE NET SYSTEM DEMAND = 5691.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 5691.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 5691.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 A-ll THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE JUNCTION NUMBER DEMAND 552 3500.00 736 1750.00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = .00066 MAXIMUM DAY DEMANDS PLUS 3500 GPM FIRE FLOW AT NODE 552 AT SCHOOL SITE AND 1750 GPM FIRE FLOW AT NODE 736 IN VILLAGE R PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 321 0 321 322 321 322 328 322 328 550 0 551 551 551 552 552 552 553 553 553 554 554 553 555 555 551 556 556 556 557 557 557 558 558 551 572 560 559 561 561 561 562 562 562 563 563 563 580 564 0 564 565 564 565 566 568 565 567 565 566 568 561 567 569 562 568 570 559 570 571 572 559 572 572 571 573 571 570 580 568 569 581 580 564 700 328 700 701 700 701 702 701 702 703 702 321 704 702 703 705 703 706 706 706 704 707 704 707 708 704 705 709 708 710 710 708 709 711 703 708 712 709 706 713 706 711 A-12 6763.80 4546.26 4546.26 3456.20 3554.20 54.20 18.20 18.00 77.20 57.80 38.60 -175.20 -263.60 -292.00 -157.65 -169.85 407.00 190.76 -153.16 18.80 9.60 -134.36 51.27 -212.34 37.13 -42.87 12.80 -182.05 4546.26 -501.37 -612.17 •2217.54 1455.37 916.56 43.20 10.80 10.80 19.40 374.41 393.81 352.61 1112.57 1.25 .18 .38 8.77 46.19 .02 .02 .01 .01 .03 .07 -.16 -.71 -.55 -.59 -.60 5.61 .82 -.73 .01 .00 -.13 .05 -.06 .02 -.03 .01 -.50 25.13 -9.44 -5.98 -10.28 14.46 3.95 .06 .00 .00 .01 .86 .94 2.15 10.45 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 :00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 > .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 2.13 1.43 1.43 9.80 10.08 .35 .12.11 .32 .24 .25 -.50 -1.08 -1.19 -1.01 -1.08 2.60 1.22 -.98 .12 .06 -.86 .33 -.60 .24 -.27 .08 -1.16 7.25 -3.20 -3.91 -6.29 5.94 3.74 .28 .07 .07 .12 2.39 2.51 2.25 4.54 .48 .23 .23 29.24 30.80 .10 .01 .01 .06 .04 .05 -.12 -.60 -.73 -.69 -.79 4:01 .99 -.66 .01 .00 -.51 .09 -.17 .05 -.06 .01 -.90 11.97 -5.90 -8.54 -12.85 14.32 6.08 .06 .00 .00 .01 3.43 3.77 3.07 8.71 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 740 741 742 743 744 745 750 751 752 753 799 LINE LINE 711 712 713 713 712 716 750 700 720 720 720 716 724 729 750 725 717 729 730 716 740 732 732 734 734 740 741 741 731 736 743 718 718 719 719 729 998 IS 999 IS 719 713 718 715 716 750 700 720 721 722 723 717 725 726 728 724 724 730 8 731 743 733 734 735 736 741 731 742 740 743 732 714 717 712 744 732 CLOSED CLOSED 1072.57 245.87 188.67 28.60 818.30 -1377.83 -4834.03 176.00 81.60 12.60 41.00 -60.87 51.18 .00 .00 -48.02 99.20 .00 .00 2257.00 2214.40 9.80 294.11 19.00 265.31 -473.57 -516.17 20.00 1740.84 -1484.69 729.71 14.60 160.07 1064.17 8.40 -407.00 12.61 2.10 .48 .02 2.96 -9.16 -25.48 .51 .18 .01 .05 -.02 .07 .00 .00 -.07 .01 .00 .00 38.73 21.81 .00 1.10 .01 3.52 -4.25 -3.74 .01 7.98 -17.62 13.00 .00 .36 5.61 .00 -12.03 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 , .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 4.38 1.57 1.20 .18 3.34 -3.91 -7.71 1.12 .52 .08 .26 -.17 .33 .00 .00 -.31 .28 .00 .00 9.22 9.05 .06 1.88 .12 1.69 -3.02 -3.29 .13 7.11 -9.48 4.66 .09 1.02 4.35 .05 -2.60 8.14 1.58 .97 .03 4.93 -5.32 -13.41 .85 .20 .01 .06 -.02 .09 .00 .00 -.08 .04 .00 .00 32.27 31.16 .00 2.20 .01 1.81 -5.31 -6.23 .02 19.95 -44.05 11.82 iOl .71 8.02 .00 -4.01 JUNCTION NUMBER 8 321 322 328 551 552 553 554 555 556 557 558 559 561 562 563 DEMAND .00 .00 .00 .00 .00 3500.00 18.00 18.20 18.00 19.40 19.20 38.60 .00 18.80 .00 12.20 GRADE LINE 534.42 688.30 688.11 687.73 511.23 465.04 465.01 465.00 465.00 511.22 511.19 511.12 511.44 512.16 512.71 513.29 ELEVATION 290.00 273.00 281.00 352.00 277.00 316.00 315.00 363.00 353.00 330.00 285.00 250.00 PRESSUR1 95.87 83.22 79 . 74 48.96 81.47 84.59 85.02 64.19 68.66 78.93 98.67 114.09 A-13 564 565 566 567 568 569 570 571 572 580 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 728 729 730 731 732 733 734 735 736 740 741 742 743 744 750 750 709 710 34.20 18.80 18.80 9.60 6.00 12.80 8.40 80.00 .00 12.20 37.60 110.80 150.00 145.00 21.60 10.80 113 i 40 10.80 .00 21.80 19.40 40.00 .00 28.60 14.60 28.60 .00 .00 14.00 .00 40.80 81.60 12.60 41.00 .00 99.20 .00 .00 .00 .00 .00 18.80 9.80 9.80 19.00 1750.00 .00 22.60 20.00 .00 8.40 .00 MAXIMUM .00 21.80 19.40 514.39 513.57 513.56 512.15 512.83 512.83 511.39 511.36 511.39 513.89 662.60 672.04 678.01 663.55 659.54 659.54 659.60 659.54 662.61 661.75 662.60 649.15 630.92 628.83 628.34 628.81 627.96 627.99 628.34 636.54 662.09 661.91 662.08 662.04 627.97 627.90 534.42 637.12 534.42 534.42 589.23 546.44 546.44 545.34 545.33 541.82 581.25 585.50 585.49 559.45 636.53 637.12 PRESSURES 637.12 661.75 662.60 325.00 321.00 337.00 360.00 300.00 333.00 366.00 360.00 344.00 265.00 420.00 450.00 430.00 408.00 440.00 454.00 390.00 475.00 380.00 370.00 371.00 400.00 371.00 475.00 523.00 450.00 368.00 460.00 510.00 353.00 437.00 451.00 399.00 418.00 464.00 456.00 400.00 367.00 406.00 360.00 429.00 380.00 420.00 350.00 350.00 365.00 390.00 407.00 328.00 328.00 370.00 371.00 82.07 83.45 76.51 65.93 92.23 77.93 63.00 65.59 72.53 107.85 105.13 96.22 107.47 110.74 95.13 89.07 116.83 79.97 > 122.46 126.42 126.36 107.96 112.63 66.66 45.65 77.48 112.65 72.79 51.28 122.87 97.54 91.39 114.00 105.75 71.06 74.49 58.25 96.30 60.86 80.79 50.42 71.64 52.79 100.21 102 . 05 95.55 73.43 99.46 133.95 133.95 126.42 126.36 A-14 719 .00 636.54 353.00 122.87 708 .00 662.61 380.00 122.46 MINIMUM PRESSURES 714 14.60 628.34 523.00 45.65 554 18.20 465.00 352.00 48.96 734 9.80 545.34 429.00 50.42 718 14.00 628.34 510.00 51.28 736 1750.00 541.82 420.00 52.79 THE NET SYSTEM DEMAND = 6763.80 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 6763.80 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 6763.80 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 565 1750.00 714 1750.00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00208 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 565 IN VILLAGE Q AND 1750 GPM AT NODE 714 IN VILLAGE M PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 321 0 321 5045.40 .73 .00 .00 1.59 .28 322 321 322 3196.74 .10 .00 .00 1.01 .12 328 322 328 3196.74 .20 .00 .00 1.01 .12 550 0 551 1268.28 1.37 .00 .00 3.60 4.57 551 551 552 89.80 .05 .00 .00 .25 .03 552 552 553 54.20 .02 .00 .00 .35 .10 553 553 554 18.20 .02 .00 .00 .12 .01 554 553 555 18.00 .01 .00 .00 .11 .01 555 551 556 77.20 .01 .00 .00 .32 .06 556 556 557 57.80 .03 .00 .00 .24 .04 557 557 558 38.60 .07 .00 .00 .25 .05 558 551 572 1101.28 4.75 .00 .00 3.12 3.52 560 559 561 1012.88 8.64 .00 .00 4.14 7.32 561 561 562 984.48 5.21 .00 .00 4.02 6.94 562 562 563 179.73 .75 .00 .00 1.15 .88 A-15 563 564 565 566 567 568 569 570 571 572 573 580 581 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 740 741 742 743 744 563 0 564 568 565 561 562 559 572 572 571 568 580 328 700 701 702 702 703 706 704 704 708 708 703 709 706 711 712 713 713 712 716 750 700 720 720 720 716 724 729 750 725 717 729 730 716 740 732 732 734 734 740 741 741 731 736 580 564 565 565 566 567 568 570 559 571 570 569 564 700 701 702 321 703 706 704 707 705 710 709 708 706 711 719 713 718 715 716 750 700 720 721 722 723 717 725 726 728 724 724 730 8 731 743 733 734 735 736 741 731 742 740 743 167.53 861.72 982.85 785.95 18.80 9.60 804.75 -108.30 904.58 196.70 116.70 12.80 155.33 3196.74 -286.85 -397.65 -1848.66 1301.01 806.28 43.20 10.80 10.80 19.40 330.32 349.72 308.52 958.21 918.21 700.71 643.51 28.60 209.09 -2001.71 -3269.99 176.00 81.60 12.60 41.00 1219.69 51.18 .00 .00 -48.02 99.20 .00 .00 991.12 948.52 9.80 -315.96 19.00 -344.76 -194.15 -236.75 20.00 754.37 -374.16 .58 22.52 17.03 15.19 .01 .00 3.54 -.21 .85 .47 .18 .01 .37 13.09 -3.36 -2.69 -7.34 11.75 3.12 .06 .00 .00 .01 .68 .76 1.68 7.92 9.46 14.58 4.68 .02 .24 -18.29 -12.35 .51 .18 .01 .05 5.95 .07 .00 .00 -.07 .01 .00 .00 8.44 4.54 .00 -1.25 .01 -5.72 -.81 -.88 .01 1.70 -1.37 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 • .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1.07 5.50 6.27 5.02 .12 .06 5.14 -.69 2.57 1.26 .74 .08 .99 5.10 -1.83 -2.54 -5.24 5.31 3.29 .28 .07 .07 .12 2.11 2.23 1.97 3.91 3.75 4.47 4.11 .18 .85 -5.68 -5.22 1.12 .52 .08 .26 3.46 .33 .00 .00 -.31 .28 .00 .00 4.05 3.87 .06 -2.02 .12 -2.20 -1.24 -1.51 .13 3.08 -2.39 .77 16.08 20.52 13.56 .01 .00 14.17 -.35 2.44 1.04 .40 .01 .67 6.23 -2.10 -3.84 -9.18 11.64 4.80 .06 .00 .00 .01 2.72 3.03 2.40 6.60 6.10 10.97 9.37 .03 '.39 -10.63 -6.50 .85 .20 .01 .06 4.25 .09 .00 .00 -.08 .04 .00 .00 7.03 6.48 .00 -2.51 .01 -2.95 -1.02 -1.47 .02 4.24 -3.43 A-16 745 750 751 752 753 799 LINE LINE 743 732 718 714 718 717 719 712 719 744 729 732 998 IS CLOSED 999 IS CLOSED JUNCTION NUMBER 8 321 322 328 551 552 553 554 555 556 557 558 559 561 562 563 564 565 566 567 568 569 570 571 572 580 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 574.36 1750.00 -1120.49 909.81 8.40 -861.72 DEMAND .00 .00 .00 .00 .00 35.60 18.00 18.20 18.00 19.40 19.20 38.60 .00 18.80 .00 12.20 34.20 1750.00 18.80 9.60 6.00 12.80 8.40 80.00 .00 12.20 37.60 110.80 150.00 145.00 21.60 10.80 113.40 10.80 .00 21.80 19.40 40.00 .00 28.60 1750.00 28.60 .00 .00 14.00 .00 8.35 20.90 -13.08 4.20 .00 -48.25 GRADE LINE 573.53 688.82 688.73 688.53 518.63 518.58 518.56 518.54 518.54 518.62 518.59 518.53 . 513.03 504.39 499.18 498.43 497.48 480.45 480.44 504.39 495.64 495.64 513.23 513.41 513.88 497.85 675.44 678.79 681.48 669.73 666.55 666.55 666.61 666.55 668.97 668.29 668.96 658.69 645.03 630.45 604.86 630.43 644.79 638.85 625.77 649.23 ELEVATION PRESSURE 290.00 273.00 281.00 352.00 277.00 316.00 315.00 363.00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 366.00 360.00 344.00 265.00 420.00 450.00 430.00 408.00 440.00 454.00 390.00 475.00 380.00 370.00 371.00 400.00 371.00 475.00 523.00 450.00 368.00 460.00 510.00 353.00 99.07 106.42 102.94 72.17 104.67 87.80 88.22 67.39 69.35 75.57 92.81 107.66 74.74 69.10 62.16 62.57 84.78 70.48 63.80 66.48 73.62 100.90 110.69 99.14 108.97 113.42 98.17 92.11 119.86 83.00 125.22 129.26 129.12 112.10 118.75 67.36 35.47 78.19 119.94 77.50 50.17 128.37 A-17 720 721 722 723 724 725 726 728 729 730 731 732 733 734 735 736 740 741 742 743 744 750 750 709 710 719 708 714 718 566 567 570 THE NET SYSTEM 40.80 81.60 12.60 41.00 .00 99.20 .00 .00 .00 .00 .00 18.80 9.80 9.80 19.00 29.40 .00 22.60 20.00 .00 8.40 .00 MAXIMUM .00 21.80 19.40 .00 .00 MINIMUM 1750.00 14.00 18.80 9.60 8.40 674.93 674.74 674.92 674.87 638.83 638.76 573.53 663.08 573.53 573.53 636.36 621.78 621.78 623.03 623.02 628.75 634.66 635.48 635.47 630.13 649.23 663.08 PRESSURES 663.08 668.29 668.96 649.23 668.97 PRESSURES 604.86 625.77 , 480.44 504.39 513.23 437.00 451.00 399.00 418.00 464.00 456.00 400.00 367.00 406.00 360.00 429.00 380.00 420.00 350.00 350.00 365.00 390.00 407.00 328.00 328.00 370.00 371.00 353.00 380.00 523.00 510.00 337.00 360.00 366.00 103.10 96.96 119.57 111.31 75.76 79.20 75.20 116.72 93.50 113.44 84.08 105.31 90.46 123.35 123.71 117.20 104.05 104.97 145.20 145.20 129.26 129.12 128.37 125.22 35.47 50.17 62.16 62.57 63.80 DEMAND = 5045.40 SUMMARY OF INFLOWS (+) AND OUTFLOWS (-) FROM PIPE NUMBER 321 FLOWRATE 5045.40 FIXED GRADE NODES THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 5045.40 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND A-18 555 707 1750.00 1750.00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = .00202 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 555 IN VILLAGE J AND 1750 GPM FIRE FLOW AT NODE 707 IN VILLAGE P PIPE NO. NODE NOS. 321 0 321 322 321 322 328 322 328 550 0 551 551 551 552 552 552 553 553 553 554 554 553 555 555 551 556 556 556 557 557 557 558 558 551 572 560 559 561 561 561 562 562 562 563 563 563 580 564 0 564 565 564 565 566 568 565 567 565 566 568 561 567 569 562 568 570 559 570 571 572 559 572 572 571 573 571 570 580 568 569 581 580 564 700 328 700 701 700 701 702 701 702 703 702 321 704 702 703 705 703 706 706 706 704 707 704 707 708 704 705 709 708 710 710 708 709 711 703 708 712 709 706 713 706 711 714 711 719 715 712 713 716 713 718 FLOWRATE 5050.00 2962.41 2962.41 1888.81 1821.80 1786.20 18.20 1750.00 77.20 57.80 38.60 -10.19 -98.59 -126.99 -74.99 -87.19 241.99 108.40 -70.80 18.80 9.60 -52.00 37.88 -60.71 50.52 -29.48 12.80 -99.39 2962.41 -158.75 -269.55 2087.59 1668.04 1068.50 1782.40 1750.00 10.80 19.40 435.14 454.54 413.34 -413.96 -453.96 -50.47 -107.67 HEAD LOSS PUMP HEAD .73 .08 .17 2.87 13.40 15.51 .02 65.70 .01 .03 .07 .00 -.12 -.12 -.15 -.17 2.14 .29 -.18 .01 .00 -.02 .03 -.01 .04 -.01 .01 -.16 11.37 -1.12 -1.31 -9.20 18.62 5.25 58.08 43.00 .00 .01 1.13 1.23 2.89 -1.67 -2.57 -.11 -.17 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 MINOR LOSS VELOCITY HL/1000 .00 .00 .00 .00 .00 .00 , .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1.59 .93 .93 5.36 5.17 11.40 .12 11.17 .32 .24 .25 -.03 -.40 -.52 -.48 -.56 1.54 .69 -.45 .12 .06 -.33 .24 -.17 .32 -.19 .08 -.63 4.73 -1.01 -1.72 -5.92 6.81 4.36 11.38 11.17 .07 .12 2.78 2.90 2.64 -1.69 -1.85 -.32 -.69 .28 .10 .10 9.55 8.93 62.04 .01 59.73 .06 .04 .05 .00 -.10 -.16 -.17 -.23 1.53 .35 -.16 .01 .00 -.09 .05 -.02 .08 -.03 .01 -.29 5.41 -.70 -1.87 -11.49 18.44 8.08 61.79 59.73 .00 .01 4.54 4.92 4.13 -1.40 -1.66 -.08 -.34 A-19 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 740 741 742 743 744 745 750 751 752 753 799 LINE LINE 713 712 716 750 700 720 720 720 716 724 729 750 725 717 729 730 716 740 732 732 734 734 740 741 741 731 736 743 718 718 719 719 729 998 IS 999 IS 715 716 750 700 720 721 722 723 717 725 726 728 724 724 730 8 731 743 733 734 735 736 741 731 742 740 743 732 714 717 712 744 732 CLOSED CLOSED 28.60 -411.88 -1018.75 -2907.56 176.00 81.60 12.60 41.00 235.47 51.18 .00 .00 -48.02 99.20 .00 .00 371.39 328.79 9.80 -83.32 19.00 -112.12 -56.29 -98.89 20.00 272.50 -141.52 187.27 14.60 -136.27 -462.36 8.40 -241.99 .02 -.83 -5.24 -9.94 .51 .18 .01 .05 .28 .07 .00 .00 -.07 .01 .00 .00 1.37 .64 .00 -.11 .01 -.71 -.08 -.18 .01 .26 -.23 1.05 .00 -.26 -1.20 .00 -4.59 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 , .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .18 -1.68 -2.89 -4.64 1.12 .52 .08 .26 .67 .33 .00 .00 -.31 .28 .00 .00 1.52 1.34 .06 -.53 .12 -.72 -.36 -.63 .13 1.11 -.90 1.20 .09 -.87 -1.89 .05 -1.54 .03 -1.38 -3.04 -5.23 .85 .20 .01 .06 .20 .09 .00 .00 -.08 .04 .00 .00 1.14 .91 .00 -.21 .01 -.37 -.10 -.29 .02 .64 -.57 .95 .01 -.53 -1.71 .00 -1.53 JUNCTION NUMBER 8 321 322 328 551 552 553 554 555 556 557 558 559 561 562 563 564 565 566 DEMAND .00 .00 .00 .00 .00 35.60 18.00 18.20 1750.00 19.40 19.20 38.60 .00 18.80 .00 12.20 34.20 18.80 18.80 GRADE LINE 654.12 688.82 688.74 688.57 517.13 503.74 488.23 488.21 422.53 517.12 517.10 517.03 517.14 517.26 517.37 517.52 517.86 517.57 517.56 ELEVATION 290.00 273.00 281.00 352.00 277.00 316.00 315.00 363.00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 PRESSUR! 98.43 99.99 89.80 59.03 63.06 87.15 87.58 66.75 71.13 81.14 100.69 115.93 83.57 85.18 78.24 A-20 567 568 569 570 571 572 580 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 728 729 730 731 732 733 734 735 736 740 741 742 743 744 750 750 741 740 719 733 9.60 6.00 12.80 8.40 80.00 .00 12.20 37.60 110.80 150.00 145.00 21.60 10.80 113.40 1750.00 .00 21.80 19.40 40.00 .00 28.60 14.60 28.60 .00 .00 14.00 .00 40.80 81.60 12.60 41.00 .00 99.20 .00 .00 .00 .00 .00 18.80 9.80 9.80 19.00 29.40 .00 22.60 20.00 .00 8.40 .00 MAXIMUM .00 22.60 .00 .00 9.80 517.25 517.39 517.39 517.11 517.10 517.14 517.70 677.20 678.32 679.63 661.01 597.67 597.67 655.75 554.67 659.78 658.64 659.76 657.43 661.19 661.31 661.47 661.29 662.02 661.74 661.48 659.99 676.69 676.50 676.68 676.63 661.73 661.66 654.12 667.26 654.12 654.12 660.65 658.71 658.71 658.82 658.81 659.53 660.40 660.48 660.47 659.76 659.99 667.26 PRESSURES 667.26 660.48 660.40 659.99 658.71 360.00 300.00 333.00 366.00 360.00 344.00 265.00 420.00 450.00 430.00 408.00 440.00 454.00 390.00 475.00 380.00 370.00 371.00 400.00 371.00 475.00 523.00 450.00 368.00 460.00 510.00 353.00 437.00 451.00 399.00 418.00 464.00 456.00 400.00 367.00 406.00 360.00 429.00 380.00 420.00 350.00 350.00 365.00 390.00 407.00 328.00 328.00 350.00 350.00 353.00 360.00 68.14 94.20 79.90 65.48 68.08 75.03 109.50 111.45 98.94 108.17 109.64 68.32 62.26 115.16 34.52 121.24 125.08 125.13 111.55 125.75 80.73 60.00 9.1.56 127.41 87.42 65.64 133.03 103.86 97.72 120.33 112.07 85.68 89.12 110.12 127.25 109.51 129.44 99.59 120.82 103.80 134.50 134.54 128.04 116.90 109.63 147.01 147.01 134.54 134.50 133.03 129.44 A-21 MINIMUM PRESSURES THE 707 554 714 705 555 NET SYSTEM 1750. 18. 14. 10. 1750. DEMAND SUMMARY OF INFLOWS (+) PIPE NUMBER 321 - AND 00 20 60 80 00 5050 554. 488. 661. 597. 422. .00 OUTFLOWS (-) 67 21 47 67 53 FROM 475 352 523 454 277 FIXED .00 .00 .00 .00 .00 GRADE 34. 59. 60. 62. 63. NODES 52 03 00 26 06 FLOWRATE 5050.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 5050.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES « .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 571 2500.00 722 1750.00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = .00076 MAXIMUM DAY DEMANDS PLUS 2500 GPM FIRE FLOW AT NODE 571 IN VILLAGE L AND 1750 GPM FIRE FLOW AT NODE 722 IN VILLAGE I PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 321 0 321 322 321 322 328 322 328 550 0 551 551 551 552 552 552 553 553 553 554 554 553 555 555 551 556 556 556 557 557 557 558 558 551 572 560 559 561 561 561 562 562 562 563 563 563 580 564 0 564 565 564 565 289.24 1.77 .00 .00 1.85 2.13 A-22 5736.20 3988.60 3988.60 2213.92 89.80 54.20 18.20 18.00 77.20 57.80 38.60 2046.92 -461.48 -489.88 -257.04 -269.24 604.88 .92 .14 .30 3.84 .05 .02 .02 .01 .01 .03 .07 14.96 -2.01 -1.43 -1.45 -1.40 11.69 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1.81 1.26 1.26 6.28 .25 .35 .12 .11 .32 .24 .25 5.81 -1.89 -2.00 -1.64 -1.72 3.86 .35 .18 .18 12.82 .03 .10 .01 .01 .06 .04 .05 11.08 -1.71 -1.91 -1.71 -1.87 8.35 566 567 568 569 570 571 572 573 580 581 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 727 728 729 730 731 732 733 734 735 736 737 738 740 741 742 743 744 745 750 751 568 565 561 562 559 572 572 571 568 580 328 700 701 702 702 703 706 704 704 708 708 703 709 706 711 712 713 713 712 716 750 700 720 720 720 716 724 729 750 725 717 729 730 716 740 732 732 734 734 740 741 741 731 736 743 718 718 565 566 567 568 570 559 571 570 569 564 700 701 702 321 703 706 704 707 705 710 709 708 706 711 719 713 718 715 716 750 700 720 721 722 723 717 725 726 728 724 724 730 8 731 743 733 734 735 736 741 731 742 740 743 732 714 717 -251.64 18.80 9.60 -232.84 969.91 508.43 1538.49 -961.51 12.80 -281.44 3988.60 -465.12 -575.92 -1747.60 1021.68 606.77 43.20 10.80 10.80 19.40 250.52 269.92 228.72 678.88 638.88 153.90 96.70 28.60 476.58 -288.80 -2502.72 1913.40 81.60 1750.00 41.00 31.10 51.18 .00 .00 -48.02 99.20 .00 .00 734.28 691.68 9.80 -219.64 19.00 -248.44 -137.28 -179.88 20.00 554.40 -277.84 413.84 14.60 68.10 -1.84 .01 .00 -.36 12.01 .29 21.17 -8.87 .01 -1.11 19.72 -8.21 -5.34 -6.62 7.51 1.84 .06 .00 .00 .01 .41 .47 .97 4.19 4.83 .88 .14 .02 1.09 -.51 -7.53 42.28 .18 68.69 .05 .01 .07 .00 .00 -.07 .01 .00 .00 4.84 2.53 .00 -.64 .01 -3.12 -.43 -.53 .01 .96 -.79 4.55 .00 .07 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -1.61 .12 .06 -1.49 6.19 1.44 9.82 -6.14 .08 -1.80 6.36 -2.97 -3.68 -4.96 4.17 2.48 .28 .07 .07 .12 1.60 1.72 1.46 2.77 2.61 .98 .62 .18 1.95 -.82 -3.99 12.21 .52 11.17 .26 .09 .33 .00 .00 -.31 .28 .00 .00 3.00 2.83 .06 -1.40 .12 -1.59 -.88 -1.15 .13 2.26 -1.77 2.64 .09 .43 -1.65 .01 .00 -1.43 20.02 .84 47.05 -19.70 .01 -2.02 9.39 -5.13 -7.63 -8.27 7.44 2.83 .06 .00 .00 .01 1.63 1.87 1.38 3.49 3.12 .66 .28 .03 1.81 -.29 -3.96 70.47 .20 59.73 .06 .00 .09 .00 .00 -.08 .04 .00 .00 4.03 3.61 .00 -1.28 .01 -1.61 -.54 -.88 .02 2.40 -1.98 4.13 .01 .15 A-23 752 719 712 753 719 744 799 729 732 LINE 998 IS CLOSED LINE 999 IS CLOSED JUNCTION NUMBER 8 321 322 328 551 552 553 554 555 556 557 558 559 561 562 563 564 565 566 567 568 569 570 571 572 580 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 630.48 8.40 -604.88 DEMAND .00 .00 .00 .00 .00 35.60 18.00 18.20 18.00 19.40 19.20 38.60 .00 18.80 .00 12.20 34.20 18.80 18.80 9.60 6.00 12.80 8.40 2500.00 .00 12.20 37.60 110.80 150.00 145.00 21.60 10.80 113.40 10.80 .00 21.80 19.40 40.00 .00 28.60 14.60 28.60 .00 .00 14.00 .00 40.80 81.60 1750.00 2.13 .00 -25.05 GRADE LINE 622.50 688.63 688.48 688.18 516.16 516.10 516.08 516.07 516.07 516.14 516.12 516.05 500.90 502.91 504.34 505.80 508.31 506.54 506.53 502.91 504.70 504.69 488.89 480.02 501.19 507.20 668.46 676.67 682.01 674.50 672.60 672.60 672.66 672.60 674.03 673.62 674.02 668.47 661.51 660.63 660.49 660.61 660.43 660.42 660.49 663.64 626.18 626.00 557.49 .00 .00 .00 .00 .00 .00 2.58 .05 -3.86 3.04 .00 -8.35 ELEVATION PRESSURE 290.00 273.00 281.00 352.00 277.00 316.00 315.00 363.00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 366.00 360.00 344.00 265.00 420.00 450.00 430.00 408.00 440.00 454.00 390.00 475.00 380.00 370.00 371.00 400.00 371.00 475.00 523.00 450.00 368.00 460.00 510.00 353.00 437.00 451.00 399.00 98.00 105.35 101.87 71.09 103.60 86.73 87.15 66.32 64.09 74.93 95.05 110.85 79.43 80.40 73.46 61.93 88.70 74.40 53.25 52.01 68.12 104.95 107.67 98.23 109.21 115.48 100.79 94.73 122.49 85.63 127.41 131.57 131.31 116.34 125.89 80.44 59.58 91.27 126.72 86.85 65.21 134.61 81.98 75.83 68.68 A-24 723 41.00 626.13 418.00 90.19 724 .00 660.40 464.00 85.11 725 99.20 660.34 456.00 88.55 726 .00 622.50 728 .00 660.93 729 .00 622.50 730 .00 622.50 400.00 96.42 731 .00 655.59 367.00 125.05 732 18.80 647.55 406.00 104.67 733 9.80 647.55 360.00 124.60 734 9.80 648.19 429.00 94.98 735 19.00 648.18 380.00 116.21 736 29.40 651.31 420.00 100.23 740 .00 654.63 350.00 132.00 741 22.60 655.05 350.00 132.19 742 20.00 655.05 365.00 125.69 743 .00 652.10 390.00 113.58 744 8.40 663.64 407.00 111.21 750 .00 660.93 328.00 • 144.27 MAXIMUM PRESSURES 750 .00 660.93 328.00 144.27 719 .00 663.64 353.00 134.61 741 22.60 655.05 350.00 132.19 740 .00 654.63 350.00 132.00 709 21.80 673.62 370.00 131.57 MINIMUM PRESSURES 571 2500.00 480.02 360.00 52.01 570 8.40 488.89 366.00 53.25 714 14.60 660.49 523.00 59.58 567 9.60 502.91 360.00 61.93 559 .00 500.90 353.00 64.09 THE NET SYSTEM DEMAND = 5736.20 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 5736.20 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 5736.20 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 4.00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = .00014 CARRILLO RANCH WATER SYSTEM ANALYSIS ULTIMATE BUILDOUT FOR 700 ZONE AND 520 ZONE SYSTEMS A-25 PEAK HOUR DEMANDS PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 321 0 321 322 321 322 328 322 328 550 0 551 551 551 552 552 552 553 553 553 554 554 553 555 555 551 556 556 556 557 557 557 558 558 551 572 560 559 561 561 561 562 562 562 563 563 563 580 564 0 564 565 564 565 566 568 565 567 565 566 568 561 567 569 562 568 570 559 570 571 572 559 572 572 571 573 571 570 580 568 569 581 580 564 700 328 700 701 700 701 702 701 702 703 702 321 704 702 703 705 703 706 706 706 704 707 704 707 708 704 705 709 708 710 710 708 709 711 703 708 712 709 706 713 706 711 714 711 719 715 712 713 716 713 718 717 713 715 718 712 716 719 716 750 720 750 700 721 700 720 722 720 721 723 720 722 724 720 723 A-26 3157.60 1824.49 1824.49 634.49 179.60 108.40 36.40 36.00 154.40 115.60 77.20 300.49 123.69 66.89 8.60 -15.80 163.11 54.51 20.69 37.60 19.20 58.29 65.40 189.09 111.40 -48.60 25.60 -40.20 1824.49 21.02 -200.58 •1333.11 832.53 350.02 86.40 21.60 21.60 38.80 153.70 192.50 110.10 146.93 66.93 102.74 -11.66 57.20 -52.61 -741.78 •1376.27 352.00 163.20 25.20 82.00 .31 .03 .07 .38 .18 .09 .06 .05 .04 .09 .24 .43 .18 .04 .00 -.01 1.03 .08 .02 .04 .01 .03 .08 .05 .16 -.04 .02 -.03 4.63 .03 -.76 -4.01 5.14 .66 .21 .01 .01 .05 .17 .25 .25 .25 .07 .42 .00 .07 -.02 -2.91 -2.49 1.84 .66 .03 .19 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1.00 .58 .58 1.80 .51 .69 .23 .23 .63 .47 .49 .85 .51 .27 .05 -.10 1.04 .35 .13 .24 .12 .37 .42 .54 .71 -.31 .16 -.26 2.91 .13 -1.28 -3.78 3.40 1.43 .55 .14 .14 .25 .98 1.23 .70 .60 .27 .66 -.07 .37 -.21 -2.10 -2.20 2.25 1.04 .16 .52 .12 .04 .04 1.27 .12 .35 .05 .04 .22 .13 .18 .32 .15 .05 .00 -.01 .74 .10 .02 .05 .01 .11 .14 .13 .36 -.08 .02 -.06 2.21 .02 -1.08 -5.01 5.09 1.02 .23 .02 .02 .05 .66 1.00 .36 .20 .05 .31 -.01 .11 -.03 -1.69 -1.31 3.06 .74 .02 .21 725 716 717 726 724 725 727 729 726 728 750 728 729 725 724 730 717 724 731 729 730 732 730 8 733 716 731 734 740 743 735 732 733 736 732 734 737 734 735 738 734 736 740 740 741 741 741 731 742 741 742 743 731 740 744 736 743 745 743 732 750 718 714 751 718 717 752 719 712 753 719 744 799 729 732 LINE 998 IS CLOSED LINE 999 IS CLOSED JUNCTION NUMBER 8 321 322 328 551 552 553 554 555 556 557 558 559 561 562 563 564 565 566 567 568 569 570 571 572 580 700 267.26 102.35 .00 .00 -96.05 198.40 .00 .00 421.91 336.71 19.60 -44.91 38.00 -102.51 -38.29 -123.49 40.00 298.42 -161.31 175.40 29.20 -68.86 50.13 16.80 -163.11 DEMAND .00 .00 .00 .00 .00 71.20 36.00 36.40 36.00 38.80 38.40 77.20 .00 37.60 .00 24.40 68.40 37.60 37.60 19.20 12.00 25.60 16.80 160.00 .00 24.40 75.20 .36 .25 .00 .00 -.25 .05 .00 .00 1.73 .67 .01 -.03 .04 -.61 -.04 -.26 .03 .30 -.29 .93 .01 -.07 .02 .01 -2.21 GRADE LINE 673.27 689.24 689.21 689.14 519.62 519.44 519.35 519.30 519.30 519.58 519.48 519.24 519.14 518.97 518.93 518.93 518.97 518.89 518.85 518.95 518.91 518.88 519.06 519.03 519.19 518.94 684.51 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 290.00 273.00 281.00 352.00 277.00 316.00 315.00 363.00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 366.00 360.00 344.00 265.00 420.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1.1. .76 .65 .00 .00 .61 .56 .00 .00 .72 .38 .13 -.29 .24 -.65 -.24 -.79 .26 1.22 -1.03 1.12 .19 -.44 .20 .11 -1.04 ELEVATION PRESSURE 99.50 106.79 103.29 72.49 105.00 88.22 88.61 67.71 72.00 81.89 101.37 116.54 84.05 85.75 78.80 68.88 94.86 80.55 66.33 68.91 75.92 110.04 114.62 .26 .31 .00 .00 -.28 .15 .00 .00 L.45 .95 .01 -.07 .05 -.31 -.05 -.44 .05 .76 -.72 .84 .03 -.15 .03 .01 -.74 A-27 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 728 729 730 731 732 733 734 735 736 740 741 742 743 744 750 750 741 740 719 733 570 714 558 567 571 THE NET SYSTEM DEMAND = 3157.60 221.60 300.00 290.00 43.20 21.60 226.80 21.60 .00 43.60 38.80 80.00 .00 57.20 29.20 57.20 .00 .00 28.00 .00 81.60 163.20 25.20 82.00 .00 198.40 .00 .00 .00 .00 .00 37.60 19.60 19.60 38.00 58.80 .00 45.20 40.00 .00 16.80 .00 MAXIMUM .00 45.20 .00 .00 19.60 MINIMUM 16.80 29.20 77.20 19.20 160.00 684.48 685.24 680.10 679.22 679.21 679.43 679.21 679.85 679.68 679.80 679.19 679.09 678.68 678.67 678.61 679.11 678.75 678.68 679.11 682.67 682.00 682.64 682.48 678.70 678.45 673.27 682.02 673.27 673.27 677.38 675.48 675.46 675.51 675.47 676.12 677.07 677.11 677.08 676.41 679.11 682.02 PRESSURES 682.02 677.11 677.07 679.11 675.46 PRESSURES 519.06 678.67 519.24 518.95 519.03 450.00 430.00 408.00 440.00 454.00 390.00 475.00 380.00 370.00 371.00 400.00 371.00 475.00 523.00 450.00 368.00 460.00 510.00 353.00 437.00 451.00 399.00 418.00 464.00 456.00 400.00 367.00 406.00 360.00 429.00 380.00 420.00 350.00 350.00 365.00 390.00 407.00 328.00 328.00 350.00 350.00 353.00 360.00 366.00 523.00 363.00 360.00 360.00 101.61 110.60 117.91 103.66 97.59 125.42 88.49 129.93 134.20 133.81 120.98 133.51 88.26 67.46 99.06 134.81 94.79 73.09 141.32 106.46 100.10 122.91 114.61 93.04 96.40 118.42 134.50 116.77 136.70 106.82 128.04 110.98 141.73 141.75 135.23 124.11 117.91 153.41 153.41 141.75 141.73 141.32 136.70 66.33 67.46 67.71 68.88 68.91 A-28 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 3157.60 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 3157.60 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A-29 Appendix B Carrillo Ranch Water System Analysis - Village Q Phasing - Phase I (See Figure 1 and Exhibit A for Node and Pipe Diagram) i Conditions Modeled (700 and 520 Zones): 1) Average Day Demands. 2) Maximum day demands plus 1,750 gpm fire flow at Node 565 in Village Q. 3) Maximum day demands plus 1,750 gpm fire flow at Node 569 in Village Q. 4) Maximum day demands plus 1,750 gpm fire flow at Node 563 in Village Q. 5) Maximum day demands plus 1,750 gpm fire flow at Node 567 in Village Q. 6) Maximum day demands plus 1,750 gpm fire flow at Node 742 in Village O. 7) Maximum day demands plus 1,750 gpm fire flow at Node 733 in Village Q. 8) Peak Hour Demands. B-l FLOWRATE IS EXPRESSED IN 6PM AND PRESSURE IN PSIG A SUMMARY OF THE ORIGINAL DATA FOLLOWS THERE IS A PRV AT JUNCTION 750 FOR LINE 550 SET AT A GRADE OF 520.00 PIPE NO. NODE NOS.LENGTH DIAMETER ROUGHNESS MINOR LOS (FEET) (INCHES) 321 322 328 550 551 558 560 561 562 566 568 569 571 580 700 719 720 725 726 728 729 730 733 734 735 740 741 742 743 745 998 LINE 998 0 321 322 750 551 551 559 561 562 568 561 562 572 568 328 716 750 716 724 750 725 717 716 740 732 740 741 741 731 743 750 321 322 328 551 552 572 561 562 563 565 567 568 559 569 700 750 700 717 725 728 724 724 731 743 733 741 731 742 740 732 551 2600.0 800.0 1650.0 300.0 1500.0 1350.0 1180.0 750.0 850.0 920.0 1000.0 250.0 350.0 900.0 2100.0 1720.0 1900.0 1400.0 800.0 2700.0 900.0 350.0 1200.0 700.0 870.0 800.0 600.0 600.0 400.0 1100.0 1.0 36.0 36.0 36.0 12.0 12.0 12.0 10.0 10.0 8.0 8.0 8.0 8.0 12.0 8.0 16.0 12.0 16.0 12.0 8.0 12.0 8.0 12.0 10.0 10.0 8.0 8.0 8.0 8.0 10.0 8.0 1.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 IS CLOSED 689.55 JUNCTION NUMBER 321 322 328 551 552 559 DEMAND .00 .00 .00 .00 17.80 .00 ELEVATION .00 .00 .00 290.00 273.00 353.00 CONNECTING PIPES 321 322 322 328 328 700 550 551 558 998 551 560 571 B-2 561 562 563 565 567 568 569 572 700 716 717 724 725 728 731 732 733 740 741 742 743 750 9.40 330.00 560 561 568 .00 285.00 561 562 569 6.10 250.00 562 9.40 321.00 566 4.80 360.00 568 3.00 300.00 566 569 580 6.40 333.00 580 .00 344.00 558 571 18.80 420.00 700 720 .00 368.00 719 725 733 .00 460.00 725 730 .00 464.00 726 729 730 49.60 456.00 726 729 .00 .00 728 .00 367.00 733 741 743 9.40 406.00 735 745 4.90 360.00 735 .00 350.00 734 740 743 11.30 350.00 740 741 742 10.00 365.00 742 .00 390.00 734 745 .00 328.00 550 719 720 728 998 OUTPUT SELECTION: ALL RESULTS ARE OUTPUT EACH PERIOD 5 VALUES ARE OUTPUT FOR MAXIMUM AND MINIMUM PRESSURES THIS SYSTEM HAS 31 PIPES WITH 28 JUNCTIONS , 2 LOOPS AND 2 PGNS THE RESULTS ARE OBTAINED AFTER 7 TRIALS WITH AN ACCURACY .00115 RANCHO CARRILLO WATER SYSTEM PHASING ANALYSIS FILE: 658-004.Bl MODEL OF 700 AND 520 ZONE SYSTEMS FOR FIRST PHASE OF VILLAGES O AND Q AVERAGE DAY DEMANDS WITHIN THE PROJECT PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 321 322 328 550 551 558 560 561 562 566 568 569 571 580 0 321 322 0 551 551 559 561 562 568 561 562 572 568 321 322 328 551 552 572 561 562 563 565 567 568 559 569 160.90 160.90 160.90 56.90 17.80 39.10 39.10 24.90 6.10 9.40 4.80 18.80 39.10 6.40 700 719 328 700 716 750 160.90 -85.20 .00 .00 .00 .00 .00 .01 .02 .01 .00 .00 .00 .00 .00 .00 .05 -.05 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .05 .05 .05 .16 .05.11 .16 .10 .04 .06 .03 .12 .11 .04 .26 -.24 .00 .00 .00 .01 .00 .01 .02 .01 .00 .00 .00 .01 .01 .00 .02 -.03 B-3 720 725 726 728 729 730 733 734 735 740 741 742 743 745 LINE 750 716 724 750 725 717 716 740 732 740 741 741 731 743 998 IS 700 717 725 728 724 724 731 743 733 741 731 742 740 732 CLOSED -142.10 49.60 25.59 .00 -24.01 49.60 35.60 14.30 4.90 7.66 -13.64 10.00 21.96 14.30 -.04 .02 .02 .00 -.02 .00 .02 .00 .00 .00 .00 .00 .00 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 -.23 .14 .16 .00 -.15 .14 .15 .06 .03 .05 -.09 .06 .09 .09 -.02 .01 .02 .00 -.02 .01 .01 .00 .00 .00 -.01 .00 .01 .01 JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 565 567 568 569 572 700 716 717 724 725 728 731 732 733 740 741 742 743 750 750 740 741 733 742 567 559 DEMAND .00 .00 .00 .00 17.80 .00 9.40 .00 6.10 9.40 4.80 3.00 6.40 .00 18.80 .00 .00 .00 49.60 .00 .00 9.40 4.90 .00 11.30 10.00 .00 .00 MAXIMUM .00 .00 11.30 4.90 10.00 MINIMUM 4.80 .00 GRADE LINE 689.55 689.55 689.55 520.00 519.99 519.98 519.96 519.96 519.96 519.95 519.96 519.95 519.95 519.99 689.50 689.41 689.39 689.39 689.37 689.46 689.39 689.37 689.37 689.39 689.38 689.38 689.38 689.46 PRESSURES 689.46 689.39 689.38 689.37 689.38 PRESSURES 519.96 519.98 ELEVATION t 290.00 273.00 353.00 330.00 285.00 250.00 321.00 360.00 300.00 333.00 344.00 420.00 368.00 460.00 464.00 456.00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 328.00 350.00 350.00 360.00 365.00 360.00 353.00 PRESSUR] 99.66 107.03 72.36 82.32 101.81 116.98 86.21 69.32 95.31 81.01 76.26 116.78 139.28 99.40 97.67 101.13 139.70 122.80 142.73 147.07 147.07 140.57 129.73 156.63 156.63 147.07 147.07 142.73 140.57 69.32 72.36 B-4 572 .00 519.99 344.00 76.26 569 6.40 519.95 333.00 81.01 561 9.40 519.96 330.00 82.32 THE NET SYSTEM DEMAND = 160.90 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER 321 FLOWRATE 160.90 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 160.90 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 565 1750.00 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 565 IN VILLAGE Q PIPE NO. NODE NOS. 321 0 321 322 321 322 328 322 328 550 0 551 551 551 552 558 551 572 560 559 561 561 561 562 562 562 563 566 568 565 568 561 567 569 562 568 571 572 559 580 568 569 700 328 700 719 716 750 720 750 700 725 716 717 726 724 725 728 750 728 729 725 724 730 717 724 FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 2053.00 2053.00 2053.00 1845.00 35.60 1809.40 1809.40 1781.00 12.20 1750.00 9.60 1768.80 1809.40 12.80 2053.00 -170.40 •2015.40 99.20 51.18 .00 -48.02 99.20 .14 .04 .09 2.74 .01 11.91 25.29 15.61 .01 54.95 .00 15.23 3.09 .01 5.77 -.19 -5.04 .06 .07 .00 -.07 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .65 .65 .65 5.23 .10 5.13 7.39 7.27 .08 11.17 .06 11.29 5.13 .08 3.28 -.48 -3.22 .28 .33 .00 -.31 .28 .05 .05 .05 9.14 .01 8.82 21.43 20.81 .01 59.73 .00 60.92 8.82 .01 2.75 -.11 -2.65 .04 .09 .00 -.08 .04 B-5 733 734 735 740 741 742 743 745 LINE 716 731 740 743 732 733 740 741 741 731 741 742 731 740 743 732 998 IS CLOSED JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 565 567 568 569 572 700 716 717 724 725 728 731 732 733 740 741 742 743 750 750 740 741 733 742 565 569 567 568 561 71.20 28.60 9.80 15.31 -27.29 20.00 43.91 28.60 DEMAND .00 .00 .00 .00 35.60 .00 18.80 .00 12.20 1750.00 9.60 6.00 12.80 .00 37.60 .00 .00 .00 99.20 .00 .00 18.80 9.80 .00 22.60 20.00 .00 .00 MAXIMUM .00 .00 22.60 9.80 20.00 MINIMUM 1750.00 12.80 9.60 6.00 18.80 .06 .01 .00 .01 -.02 .01 .01 .03 GRADE LINE 689.41 689.37 689.28 517.26 517.25 502.26 476.97 461.36 461.36 391.18 476.97 446.13 446.13 505.35 683.52 678.29 678.23 678.21 678.15 678.48 678.22 678.17 678.17 678.21 678.21 678.20 678.21 678.48 PRESSURES 678.48 678.21 678.21 678.17 678.20 PRESSURES 391.18 446.13 476.97 446.13 476.97 .00 .00 .00 .00 .00 .00 .00 .00 290.00 273.00 353.00 330.00 285.00 250.00 321.00 360.00 300.00 333.00 344.00 420.00 368.00 460.00 464.00 456.00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 328.00 350.00 350.00 360.00 365.00 321.00 333.00 360.00 300.00 330.00 .00 .00 .00 .00 .00 .00 .00 .00 98.48 105.84 64.68 63.69 76.42 91.59 30.41 50.69 63.32 49.02 69.92 114.19 134.46 94.57 92.83 96.26 134.86 117.94 137.87 142.23 142.22 135.72 124.89 151.87 151.87 142.23 142.22 137.87 135.72 30.41 49.02 50.69 63.32 63.69 .29 .12 .06 .10 -.17 .13 .18 .18 ELEVATION PRESSURE .05 .01 .00 .01 -.03 .02 .02 .03 THE NET SYSTEM DEMAND 2053.00 B-6 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER 321 FLOWRATE 2053.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES * 2053.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR <= 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 569 1750.00 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 569 IN VILLAGE Q PIPE NO. NODE NOS. 321 0 321 322 321 322 328 322 328 550 0 551 551 551 552 558 551 572 560 559 561 561 561 562 562 562 563 566 568 565 568 561 567 569 562 568 571 572 559 580 568 569 700 328 700 719 716 750 720 750 700 725 716 717 726 724 725 728 750 728 729 725 724 730 717 724 733 716 731 734 740 743 735 732 733 740 740 741 741 741 731 742 741 742 FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 2059.00 2059.00 2059.00 1851.00 35.60 1815.40 1815.40 1787.00 12.20 18.80 9.60 1774.80 1815.40 1750.00 2059.00 -170.40 2021.40 99.20 51.18 .00 -48.02 99.20 71.20 28.60 9.80 15.31 -27.29 20.00 .14 .04 .09 2.76 .01 11.98 25.45 15.71 .01 .01 .00 15.33 3.11 53.76 5.80 -.19 -5.07 .06 .07 .00 -.07 .01 .06 .01 .00 .01 -.02 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .65 .65 .65 5.25 .10 5.15 7.42 7.30 .08 .12 .06 11.33 5.15 11.17 3.29 -.48 -3.23 .28 .33 .00 -.31 .28 .29 .12 .06 .10 -.17 .13 .05 .05 '.05 9.20 .01 8.87 21.56 20.94 .01 .01 .00 61.31 8.87 59.73 2.76 -.11 -2.67 .04 .09 .00 -.08 .04 .05 .01 .00 .01 -.03 .02 B-7 743 731 740 745 743 732 LINE 998 IS CLOSED JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 565 567 568 569 572 700 716 717 724 725 728 731 732 733 740 741 742 743 750 750 740 741 733 742 569 567 565 568 561 THE NET SYSTEM DEMAND = 2059.00 43.91 28.60 DEMAND .00 .00 .00 .00 35.60 .00 18.80 .00 12.20 18.80 9.60 6.00 1750.00 .00 37.60 .00 .00 .00 99.20 .00 .00 18.80 9.80 .00 22.60 20.00 .00 .00 MAXIMUM .00 .00 22.60 9.80 20.00 MINIMUM 1750.00 9.60 18.80 6.00 18.80 .01 .03 GRADE LINE 689.41 689.37 689.28 517.24 517.23 502.15 476.71 461.00 461.00 445.66 476.70 445.67 391.92 505.26 683.48 678.23 678.17 678.15 678.09 678.42 678.16 678.11 678.11 678.15 678.15 678.14 678.15 678.42 PRESSURES 678.42 678.15 678.15 678.11 678.14 PRESSURES 391.92 476.70 445.66 445.67 476.71 .00 .00 ELEVATION 290.00 273.00 353.00 330.00 285.00 250.00 321.00 360.00 300.00 333.00 344.00 420.00 368.00 460.00 464.00 456.00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 328.00 350.00 350.00 360.00 365.00 333.00 360.00 321.00 300.00 330.00 .00 .00 PRESSURE 98.47 105.83 64.63 63.57 76.27 91.43 54.02 50.57 63.13 25.53 69.88 114.18 134.43 94.54 92.80 96.24 134.84 117.92 137.85 142.20 142.20 135.69 124.86 151.85 151.85 142.20 142.20 137.85 135.69 25.53 50.57 54.02 63.13 63.57 .18 .18 .02 .03 SUMMARY OP INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 2059.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES 2059.00 B-8 THE NET PLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES =.00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE t JUNCTION NUMBER DEMAND 563 1750.00 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 563 IN VILLAGE Q PIPE NO. NODE NOS. 321 0 321 322 321 322 328 322 328 550 0 551 551 551 552 558 551 572 560 559 561 561 561 562 562 562 563 566 568 565 568 561 567 569 562 568 571 572 559 580 568 569 700 328 700 719 716 750 720 750 700 725 716 717 726 724 725 728 750 728 729 725 724 730 717 724 733 716 731 734 740 743 735 732 733 740 740 741 741 741 731 742 741 742 743 731 740 745 743 732 LINE 998 IS CLOSED FLOWRATE 2059.60 2059.60 2059.60 1851.60 35.60 1816.00 1816.00 1787.60 1750.00 18.80 9.60 37.60 1816.00 12.80 2059.60 -170.40 •2022.00 99.20 51.18 .00 -48.02 99.20 71.20 28.60 9.80 15.31 -27.29 20.00 43.91 28.60 HEAD LOSS .14 .04 .09 2.76 .01 11.99 25.46 15.72 50.77 .01 .00 .01 3.11 .01 5.80 -.19 -5.07 .06 .07 .00 -.07 .01 .06 .01 .00 .01 -.02 .01 .01 .03 PUMP HEAD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 MINOR LOSS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 VELOCITY .65 .65 .65 5.25 .10 5.15 7.42 7.30 11.17 .12 .06 .24 5.15 .08 3.29 -.48 -3.23 .28 .33 .00 -.31 .28 .29 .12 .06 .10 -.17 .13 .18 .18 HL/1000 .05 .05 .05 9.20 .01 8.88 21.58 20.96 59 '.73 .01 .00 .05 8.88 .01 2.76 -.11 -2.67 .04 .09 .00 -.08 .04 .05 .01 .00 .01 -.03 .02 .02 .03 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE B-9 321 322 328 551 552 559 561 562 563 565 567 568 569 572 700 716 717 724 725 728 731 732 733 740 741 742 743 750 750 740 741 733 742 567 569 565 561 559 .00 .00 .00 .00 35.60 .00 18.80 .00 1750.00 18.80 9.60 6.00 12.80 .00 37.60 .00 .00 .00 99.20 .00 .00 18.80 9.80 .00 22.60 20.00 .00 .00 MAXIMUM .00 .00 22.60 9.80 20.00 689.41 689.37 689.28 517.24 517.23 502.14 476.68 460.96 410.20 460.94 476.68 460.95 460.95 505.25 683.48 678.22 678.16 678.15 678.08 678.41 678.16 678.11 678.10 678.15 678.14 678.13 678.14 678.41 PRESSURES 678.41 678.15 678.14 678.10 678.13 290.00 273.00 353.00 330.00 285.00 250.00 321.00 360.00 300.00 333.00 344.00 420.00 368.00 460.00 464.00 456.00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 328.00 350.00 350.00 360.00 365.00 98.47 105.83 64.63 63.56 76.25 69.42 60.64 50.56 69.75 55.44 69.88 114.18 134.43 94.54 92.80 96.23 134.83 117.91 137.84 142.20 142.19 135.69 124.86 151.84 151.84 142.20 142.19 137.84 135.69 MINIMUM PRESSURES 9.60 476.68 12.80 460.95 18.80 460.94 18.80 476.68 .00 502.14 360.00 333.00 321.00 330.00 353.00 50.56 55.44 60.64 63.56 64.63 THE NET SYSTEM DEMAND = 2059.60 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER 321 FLOWRATE 2059.60 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES 2059.60 .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS B-10 THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 567 1750.00 THE RESULTS ARE OBTAINED AFTER 2 TRIALS WITH AN ACCURACY = .00000 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 567 IN VILLAGE Q PIPE NO. NODE NOS. 321 0 321 322 321 322 328 322 328 550 0 551 551 551 552 558 551 572 560 559 561 561 561 562 562 562 563 566 568 565 568 561 567 569 562 568 571 572 559 580 568 569 700 328 700 719 716 750 720 750 700 725 716 717 726 724 725 728 750 728 729 725 724 730 717 724 733 716 731 734 740 743 735 732 733 740 740 741 741 741 731 742 741 742 743 731 740 745 743 732 LINE 998 IS CLOSED JUNCTION NUMBER 321 322 328 551 552 559 FLOWRATE 2062.20 2062.20 2062.20 1854.20 35.60 1818.60 1818.60 49.80 12.20 18.80 1750.00 37.60 1818.60 12.80 2062.20 -170.40 -2024.60 99.20 51.18 .00 -48.02 99.20 71.20 28.60 9.80 15.31 -27.29 20.00 43.91 28.60 DEMAND .00 .00 .00 .00 35.60 .00 HEAD LOSS .14 .04 .09 2.77 .01 12.02 25.53 .02 .01 .01 59.73 .01 3.12 .01 5.81 -.19 -5.08 .06 .07 .00 -.07 .01 .06 .01 .00 .01 -.02 .01 .01 .03 GRADE LINE 689.41 689.37 689.28 517.23 517.22 502.10 PUMP HEAD MINOR LOSS VELOCITY .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELEVATION 290.00 273.00 353.00 .00 .00 .00 .00 5 .00 .00 5 .00 7 .00 .00 .00 .00 11 .00 .00 5 .00 .00 3 .00 .00 -3 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PRESSURE 98.47 105.83 64.61 .65 .65 .65 .26 .10 .16 .43 .20 .08 .12 .17 .24 .16 .08 .29 .48 .23 .28 .33 .00 .31 .28 .29 .12 .06 .10 .17 .13 .18 .18 HL/1000 .05 .05 .05 9.23 .01 8.90 21.63 .03 .01 .01 59.73 .05 8.90 .01 2: 77 -.11 -2.68 .04 .09 .00 -.08 .04 .05 .01 .00 .01 -.03 .02 .02 .03 B-ll 561 562 563 565 567 568 569 572 700 716 717 724 725 728 731 732 733 740 741 742 743 750 750 740 741 733 742 567 569 561 559 565 THE NET SYSTEM 18.80 .00 12.20 18.80 1750.00 6.00 12.80 .00 37.60 .00 .00 .00 99.20 .00 .00 18.80 9.80 .00 22.60 20.00 .00 .00 MAXIMUM .00 .00 22.60 9.80 20.00 MINIMUM 1750.00 12.80 18.80 .00 18.80 476.57 476.55 476.54 476.52 416.84 476.53 476.53 505.21 683.47 678.19 678.14 678.12 678.05 678.38 678.13 678.08 678.08 678.12 678.11 678.10 678.11 678.38 PRESSURES 678.38 678.12 678.11 678.08 678.10 PRESSURES 416.84 476.53 476.57 502.10 476.52 330.00 285.00 250.00 321.00 360.00 300.00 333.00 344.00 420.00 368.00 460.00 464.00 456.00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 328.00 350.00 350.00 360.00 365.00 360.00 333.00 330.00 353.00 321.00 63.51 83.00 98.17 67.39 24.63 76.50 62.20 69.86 114.17 134.42 94.53 92.79 96.22 134.82 117.90 137.83 142.19 142.18 135.68 124.85 151.83 151.83 142.19 142.18 137.83 135.68 24.63 62.20 63.51 64.61 67.39 DEMAND - 2062.20 SUMMARY OF INFLOWS(+) AND OUTFLOWS (-) FROM PIPE NUMBER 321 PLOWRATE 2062.20 FIXED GRADE NODES THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 2062.20 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE t JUNCTION NUMBER DEMAND B-12 742 1750.00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00003 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 742 IN VILLAGE O PIPE NO. NODE NOS. 321 0 322 321 328 322 550 0 551 551 558 551 560 559 561 561 562 562 566 568 568 561 569 562 571 572 580 568 700 328 719 716 720 750 725 716 726 724 728 750 729 725 730 717 733 716 734 740 735 732 740 740 741 741 742 741 743 731 745 743 LINE 998 IS 321 322 328 551 552 572 561 562 563 565 567 568 559 569 700 750 700 717 725 728 724 724 731 743 733 741 731 742 740 732 CLOSED JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 565 567 568 FLOWRATE 2051.80 2051.80 2051.80 113.80 35.60 78.20 78.20 49.80 12.20 18.80 9.60 37.60 78.20 12.80 2051.80 -1900.40 -2014.20 99.20 51.18 .00 -48.02 99.20 1801.20 28.60 9.80 778.33 -994.27 1750.00 806.93 28.60 DEMAND .00 .00 .00 .00 35.60 .00 18.80 .00 12.20 18.80 9.60 6.00 HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 .14 .04 .09 .02 .01 .04 .08 .02 .01 .01 .00 .01 .01 .01 5.76 -16.61 -5.04 .06 .07 .00 -.07 .01 25.50 .01 .00 10.66 -12.58 35.84 1.92 .03 GRADE LINE 689.41 689.37 689.28 519.98 519.98 519.94 519.86 519.84 519.84 519.82 519.86 519.83 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELEVATION 290.00 273.00 353.00 330.00 285.00 250.00 321.00 360.00 300.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 .00 -5 .00 -3 .00 .00 .00 .00 .00 .00 7 .00 .00 .00 4 .00 -6 .00 11 .00 3 .00 PRESSURE 99.66 107.02 72.34 82.27 101.77 116.93 86.15 69.27 95.26 .65 .65 .65 .32 .10 .22 .32 .20 .08 .12 .06 .24 .22 .08 .27 .39 .21 .28 .33 .00 .31 .28 .36 .12 .06 .97 .35 .17 .30 .18 .05 .05 .05 .05 .01 .03 .06 .03 .01 .01 .00 .05 .03 .01 2.74 -9.66 -2.65 .04 .09 .00 -'.08 .04 21.25 .01 .00 13.32 -20.96 59.73 4.80 .03 B-13 569 12.80 519.83 333.00 80.96 572 .00 519.95 344.00 76.24 700 37.60 683.52 420.00 114.19 716 .00 661.88 368.00 127.35 717 .00 661.82 460.00 87.45 724 .00 661.80 464.00 85.72 725 99.20 661.74 456.00 89.15 728 .00 678.49 731 .00 636.37 367.00 116.73 732 18.80 634.41 406.00 98.98 733 9.80 634.41 360.00 118.91 740 .00 634.45 350.00 123.26 741 22.60 623.79 350.00 118.64 742 1750.00 587.96 365.00 96.61 743 .00 634.44 390.00 105.93 750 .00 678.49 328.00 151.88 MAXIMUM PRESSURES 750 .00 678.49 328.00 • 151.88 716 .00 661.88 368.00 127.35 740 .00 634.45 350.00 123.26 733 9.80 634.41 360.00 118.91 741 22.60 623.79 350.00 118.64 MINIMUM PRESSURES 567 9.60 519.86 360.00 69.27 559 .00 519.94 353.00 72.34 572 .00 519.95 344.00 76.24 569 12.80 519.83 333.00 80.96 561 18.80 519.86 330.00 82.27 THE NET SYSTEM DEMAND = 2051.80 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 2051.80 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 2051.80 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 733 1750.00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = .00071 B-14 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 733 IN VILLAGE Q PIPE 321 322 328 550 551 558 560 561 562 566 568 569 571 580 700 719 720 725 726 728 729 730 733 734 735 740 741 742 743 745 LINE NO. 998 NODE NOS. 0 321 322 0 551 551 559 561 562 568 561 562 572 568 328 716 750 716 724 750 725 717 716 740 732 740 741 741 731 743 IS 321 322 328 551 552 572 561 562 563 565 567 568 559 569 700 750 700 717 725 728 724 724 731 743 733 741 731 742 740 732 CLOSED JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 565 567 568 569 572 700 716 717 724 FLOWRATE HEAD 2062.00 2062.00 2062. 113. 35. 78. 78. 49. 12. 18. 9. 37. 78. 12. 2062. -1910. -2024. 99. 51. . -48. 99. 1811. 1768. 1750. -375. -417. 20. 1393. 1768. DEMAND .00 .00 .00 .00 35.60 .00 18.80 .00 12.20 18.80 9.60 6.00 00 80 60 20 20 80 20 80 60 60 20 80 00 60 40 20 18 00 02 20 40 80 00 29 89 00 51 80 12.80 .00 37.60 .00 .00 .00 5 -16 -5 - 25 14 51 -2 -2 5 67 GRADE 689 689 689 519 519 519 519 519 519 519 519 519 519 519 683 661 661 661 LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 .14 .04 .09 .02 .01 .04 .08 .02 .01 .01 .00 .01 .01 .01 .81 .78 .08 .06 .07 .00 .07 .01 .77 .39 .96 .76 .53 .01 .29 .01 LINE .41 .37 .28 .98 .98 .94 .86 .84 .84 .82 .86 .83 .83 .95 .47 .61 .55 .54 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELEVATION 290.00 273.00 353.00 330.00 285.00 250.00 321.00 360.00 300.00 333.00 344.00 420.00 368.00 460.00 464.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 3. .00 -5. .00 -3. .00 .00 .00 .00 .00 .00 7. .00 7. .00 11. .00 -2. .00 -2. .00 .00 5. .00 11. PRESSURE 99.66 107.02 72.34 82.27 101.77 116.93 86.15 69.27 95.26 80.96 76.24 114.17 127.23 87.34 85.60 65 65 65 32 10 22 32 20 08 12 06 24 22 08 29 42 23 28 33 00 31 28 40 23 17 40 67 13 69 29 .05 .05 .05 .05 .01 .03 .06 .03 .01 .01 .00 .05 .03 .01 2.77 -9.76 -2.67 .04 .09 .00 -.08 .04 21.48 20.55 59.73 -3.45 -4'. 21 .02 13.21 60.92 B-15 725 728 731 732 733 740 741 742 743 750 750 716 741 740 563 99.20 .00 .00 18.80 1750.00 .00 22.60 20.00 .00 .00 MAXIMUM .00 .00 22.60 .00 12.20 661.47 678.39 635.84 549.15 497.19 630.55 633.31 633.30 616.16 678.39 PRESSURES 678.39 661.61 633.31 630.55 519.84 456.00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 328.00 368.00 350.00 350.00 250.00 89.04 116.50 62.03 59.45 121.57 122.77 116.26 98.00 151.83 151.83 127.23 122.77 121.57 116.93 MINIMUM PRESSURES 733 732 567 559 572 1750.00 18.80 9.60 .00 .00 497.19 549.15 519.86 519.94 519.95 360.00 406.00 360.00 353.00 344.00 59.45 62.03 69.27 72.34 76.24 THE NET SYSTEM DEMAND 2062.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER 321 FLOWRATE 2062.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 2062.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR 4.00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY .00028 CARRILLO RANCH WATER SYSTEM ANALYSIS FIRST PHASE ANALYSIS FOR VILLAGES O AND Q PEAK HOUR DEMANDS PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 321 322 328 550 551 0 321 322 0 551 321 322 328 551 552 643.60 643.60 643.60 227.60 71.20 .02 .00 .01 .06 .03 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .20 .20 .20 .65 .20 .01 .01 .01 .19 .02 B-16 558 551 572 560 559 561 561 561 562 562 562 563 566 568 565 568 561 567 569 562 568 571 572 559 580 568 569 700 328 700 719 716 750 720 750 700 725 716 717 726 724 725 728 750 728 729 725 724 730 717 724 733 716 731 734 740 743 735 732 733 740 740 741 741 741 731 742 741 742 743 731 740 745 743 732 LINE 998 IS CLOSED JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 565 567 568 569 572 700 716 717 724 725 728 731 732 733 740 741 742 743 750 156.40 156.40 99.60 24.40 37.60 19.20 75.20 156.40 25.60 643.60 -340.80 -568.40 198.40 102.35 .00 -96.05 198.40 142.40 57.20 19.60 30.62 -54.58 40.00 87.82 57.20 DEMAND .00 .00 .00 .00 71.20 .00 37.60 .00 24.40 37.60 19.20 12.00 25.60 .00 75.20 .00 .00 .00 198.40 .00 .00 37.60 19.60 .00 45.20 40.00 .00 .00 .13 .27 .07 .02 .04 .01 .04 .03 .02 .67 -.69 -.48 .21 .25 .00 -.25 .05 .23 .02 .01 .03 -.06 .03 .03 .12 GRADE LINE 689.53 689.53 689.52 519.94 519.91 519.78 519.51 519.44 519.42 519.35 519.50 519.39 519.37 519.82 688.85 687.67 687.47 687.42 687.17 688.36 687.44 687.27 687.26 687.41 687.38 687.35 687.38 688.36 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 290.00 273.00 353.00 330.00 285.00 250.00 321.00 360.00 300.00 333.00 344.00 420.00 368.00 460.00 464.00 456.00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 99.64 106.99 72.27 82.12 101.59 116.75 85.95 69.12 95.07 80.76 76.19 116.50 138.53 98.57 96.81 100.17 138.86 121.88 141.81 146.21 146.20 139.69 128.87 156.16 .44 .64 .41 .16 .24 .12 .48 .44 .16 ..03 -.97 -.91 .56 .65 .00 -.61 .56 .58 .23 .13 .20 -.35 .26 .36 .37 ELEVATION PRESSURE .09 .23 .10 .02 .05 .01 .18 .09 .02 .32 -.40 -.25 .15 .31 .00 -.28 .15 .19 .04 .01 .03 -.10 .05 .08 .11 B-17 MAXIMUM PRESSURES 750 .00 688.36 328.00 156.16 740 .00 687.41 350.00 146.21 741 45.20 687.38 350.00 146.20 733 19.60 687.26 360.00 141.81 742 40.00 687.35 365.00 139.69 MINIMUM PRESSURES 567 19.20 519.50 360.00 69.12 559 .00 519.78 353.00 72.27 572 .00 519.82 344.00 76.19 569 25.60 519.37 333.00 80.76 561 37.60 519.51 330.00 82.12 THE NET SYSTEM DEMAND = 643.60 SUMMARY OP INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 643.60 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 643.60 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 B-18 Appendix C Carrillo Ranch Water System Analysis - Village Q Phasing - Phase II Alternative 1 t (See Figure 1 and Exhibit A for Node and Pipe Diagram) Conditions Modeled (700 and 520 Zones): 1) Average Day Demands. 2) Maximum day demands plus 1,750 gpm fire flow at Node 565 in Village Q. 3) Maximum day demands plus 1,750 gpm fire flow at Node 569 in Village Q. 4) Maximum day demands plus 1,750 gpm fire flow at Node 566 in Village Q. 5) Maximum day demands plus 1,750 gpm fire flow at Node 564 in Village Q. 6) Peak Hour Demands. C-l FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSI6 A SUMMARY OF THE ORIGINAL DATA FOLLOWS THERE IS A PRV AT JUNCTION 750 FOR LINE 550 SET AT A GRADE OF 520.00 PIPE NO. NODE NOS.LENGTH DIAMETER ROUGHNESS MINOR LOS; (FEET) (INCHES) 321 322 328 550 551 558 560 561 562 563 -565 566 567 568 569 571 580 581 582 583 700 719 720 725 726 728 729 730 733 734 735 740 741 742 743 745 998 LINE 998 0 321 322 750 551 551 559 561 562 563 564 568 565 561 562 572 568 580 552 581 328 716 750 716 724 750 725 717 716 740 732 740 741 741 731 743 750 321 322 328 551 552 572 561 562 563 580 565 565 566 567 568 559 569 564 581 580 700 750 700 717 725 728 724 724 731 743 733 741 731 742 740 732 551 2600.0 800.0 1650.0 300.0 1500.0 1350.0 1180.0 750.0 850.0 750.0 830.0 920.0 800.0 1000.0 250.0 350.0 900.0 550.0 1300.0 900.0 2100.0 1720.0 1900.0 1400.0 800.0 2700.0 900.0 350.0 1200.0 700.0 870.0 800.0 600.0 600.0 400.0 1100.0 1.0 36.0 36.0 36.0 12.0 12.0 12.0 10.0 10.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 12.0 8.0 8.0 12.0 8.0 16.0 12.0 16.0 12.0 8.0 12.0 8.0 12.0 10.0 10.0 8.0 8.0 8.0 8.0 10.0 8.0 1.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 IS CLOSED 689.55 JUNCTION NUMBER DEMAND ELEVATION CONNECTING PIPES C-2 321 .00 .00 321 322 322 .00 .00 322 328 328 .00 .00 328 700 551 .00 290.00 550 551 558 998 552 17.80 273.00 551 582 559 .00 353.00 560 571 561 9.40 330.00 560 561 568 562 .00 285.00 561 562 569 563 6.10 250.00 562 563 564 17.10 325.00 565 581 565 9.40 321.00 565 566 567 566 9.40 337.00 567 567 4.80 360.00 568 568 3.00 300.00 566 569 580 569 6.40 333.00 580 572 .00 344.00 558 571 580 6.10 262.00 563 581 583 581 .00 .00 582 583 700 18.80 420.00 700 720 716 .00 368.00 719 725 733 717 .00 460.00 725 730 724 .00 464.00 726 729 730 725 49.60 456.00 726 729 728 .00 .00 728 731 .00 367.00 733 741 743 732 9.40 406.00 735 745 733 4.90 360.00 735 740 .00 350.00 734 740 743 741 11.30 350.00 740 741 742 742 10.00 365.00 742 743 .00 390.00 734 745 750 .00 328.00 550 719 720 728 998 OUTPUT SELECTION: ALL RESULTS ARE OUTPUT EACH PERIOD 5 VALUES ARE OUTPUT FOR MAXIMUM AND MINIMUM PRESSURES THIS SYSTEM HAS 37 PIPES WITH 32 JUNCTIONS , 4 LOOPS AND 2 FGNS THE RESULTS ARE OBTAINED AFTER 7 TRIALS WITH AN ACCURACY = .00116 RANCHO CARRILLO WATER SYSTEM PHASING ANALYSIS FILE: 658-004.B2 MODEL OF 700 AND 520 ZONE SYSTEMS FOR VILLAGE Q PHASING ALTERNATIVE 1 AVERAGE DAY DEMANDS WITHIN THE PROJECT PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 321 0 321 193.50 .00 .00 .00 .06 .00 322 321 322 193.50 .00 .00 .00 .06 .00 328 322 328 193.50 .00 .00 .00 .06 .00 550 0 551 89.50 .01 .00 .00 .25 .03 551 551 552 46.76 .02 .00 .00 .13 .01 558 551 572 42.74 .01 .00 .00 .12 .01 C-3 560 559 561 561 561 562 562 562 563 563 563 580 565 564 565 566 568 565 567 565 566 568 561 567 569 562 568 571 572 559 580 568 569 581 580 564 582 552 581 583 581 580 700 328 700 719 716 750 720 750 700 725 716 717 726 724 725 728 750 728 729 725 724 730 717 724 733 716 731 734 740 743 735 732 733 740 740 741 741 741 731 742 741 742 743 731 740 745 743 732 LINE 998 IS CLOSED JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 564 565 566 567 568 569 572 580 581 700 716 717 724 725 42.74 28.54 5.31 -.79 4.97 13.83 9.40 4.80 23.23 42.74 6.40 22.07 28.96 28.96 193.50 -85.20 -174.70 49.60 25.59 .00 -24.01 49.60 35.60 14.30 4.90 7.66 -13.64 10.00 21.96 14.30 DEMAND .00 .00 .00 .00 17.80 .00 9.40 .00 6.10 17.10 9.40 9.40 4.80 3.00 6.40 .00 6.10 .00 18.80 .00 .00 .00 49.60 .02 .01 .00 .00 .00 .01 .00 .00 .00 .00 .00 .01 .01 .03 .07 -.05 -.05 .02 .02 .00 -.02 .00 .02 .00 .00 .00 .00 .00 .00 .01 GRADE LINE 689.55 689.55 689.55 519.99 519.97 519.98 519.95 519.94 519.94 519.93 519.93 519.93 519.95 519.94 519.94 519.98 519.94 519.97 689.47 689.37 689.35 689.35 689.33 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 00 00 00 00 00 00 00 00 00 00 290 273 353 330 285 250 325 321 337 360 300.00 333.00 344.00 262.00 420.00 368.00 460.00 464.00 456.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 99.66 107.02 72.36 82.31 101.81 116.97 84.47 86.20 79.27 69.31 95.31 81.01 76.26 111.77 116.77 139.26 99.39 97.65 101.11 .17 .12 .03 -.01 .03 .09 .06 .03 .15 .12 .04 .14 .08 .18 .31 -.24 -.28 .14 .16 .00 -.15 .14 .15 .06 .03 .05 -.09 .06 .09 .09 ELEVATION PRESSURE .02 .01 .00 .00 .00 .01 .00 .00 .02 .01 .00 .02 .00 .03 .03 -.03 -.03 .01 .02 .00 -.02 .01 .01 .00 .00 .00 -.01 .00 .01 .01 e-4 728 .00 689.42 731 .00 689.35 367.00 139.68 732 9.40 689.34 406.00 122.78 733 4.90 689.33 360.00 142.71 740 .00 689.35 350.00 147.05 741 11.30 689.34 350.00 147.05 742 10.00 689.34 365.00 140.55 743 .00 689.34 390.00 129.72 750 .00 689.42 328.00 156.62 MAXIMUM PRESSURES 750 .00 689.42 328.00 156.62 740 .00 689.35 350.00 147.05 741 11.30 689.34 350.00 147.05 733 4.90 689.33 360.00 142.71 742 10.00 689.34 365.00 140.55 MINIMUM PRESSURES 567 4.80 519.95 360.00 . 69.31 559 .00 519.98 353.00 72.36 572 .00 519.98 344.00 76.26 566 9.40 519.93 337.00 79.27 569 6.40 519.94 333.00 81.01 THE NET SYSTEM DEMAND = 193.50 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 193.50 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 193.50 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 565 1750.00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00091 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 565 IN VILLAGE Q PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 321 0 321 2118.20 .15 .00 .00 .67 .06 322 321 322 2118.20 .04 .00 .00 .67 .06 C-5 328 550 551 558 560 561 562 563 565 566 567 568 569 571 580 581 582 583 700 719 720 725 726 728 729 730 733 734 735 740 741 742 743 745 LINE 322 0 551 551 559 561 562 563 564 568 565 561 562 572 568 580 552 581 328 716 750 716 724 750 725 717 716 740 732 740 741 741 731 743 998 IS 328 551 552 572 561 562 563 580 565 565 566 567 568 559 569 564 581 580 700 750 700 717 725 728 724 724 731 743 733 741 731 742 740 732 CLOSED 2118.20 1910.20 873.74 1036.46 1036.46 1008.06 58.58 46.38 838.12 930.68 18.80 9.60 949.48 1036.46 12.80 872.32 838.14 838.14 2118.20 -170.40 -2080.60 99.20 51.18 .00 -48.02 99.20 71.20 28.60 9.80 15.31 -27.29 20.00 43.91 28.60 .09 2.93 3.44 4.24 9.01 5.44 .09 .05 12.68 17.06 .01 .00 4.81 1.10 .01 9.05 2.76 13.75 6.11 -.19 -5.35 .06 .07 .00 -.07 .01 .06 .01 .00 .01 -.02 .01 .01 .03 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 > .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .67 5.42 2.48 2.94 4.23 4.12 .37 .30 5.35 5.94 .12 .06 6.06 2.94 .08 5.57 2.38 5.35 3.38 -.48 -3.32 .28 .33 .00 -.31 .28 .29 .12 .06 .10 -.17 .13 .18 .18 .06 9.75 2.29 3.14 7.64 7.25 .11 .07 15.28 18.55 .01 .00 19.25 3.14 .01 16.45 2.12 15.28 2.91 -.11 -2.81 .04 .09 .00 -.08 .04 .05 .01 .00 .01 -.03 .02 .02 .03 JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 564 565 566 567 568 569 572 580 581 700 DEMAND .00 .00 .00 .00 35.60 .00 18.80 .00 12.20 34.20 1750.00 18.80 9.60 6.00 12.80 .00 12.20 .00 37.60 GRADE LINE 689.40 689.36 689.27 517.07 513.64 511.73 502.72 497.28 497.19 488.08 475.40 475.39 502.72 492.47 492.46 512.83 497.13 510.88 683.16 ELEVATION 290.00 273.00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 344.00 262.00 420.00 PRESSUR] 98.40 104.28 68.78 74.85 91.99 107.11 70.67 66.91 59.97 61.84 83.40 69.10 73.16 101.89 114.04 C-6 716 .00 677.62 368.00 134.17 717 .00 677.56 460.00 94.28 724 .00 677.55 464.00 92.54 725 99.20 677.48 456.00 95.97 728 .00 677.81 731 .00 677.56 367.00 134.57 732 18.80 677.51 406.00 117.65 733 9.80 677.50 360.00 137.59 740 .00 677.55 350.00 141.94 741 22.60 677.54 350.00 141.93 742 20.00 677.53 365.00 135.43 743 .00 677.54 390.00 124.60 750 .00 677.81 328.00 151.58 MAXIMUM PRESSURES 750 .00 677.81 328.00 151.58 740 .00 677.55 350.00 141.94 741 22.60 677.54 350.00 141.93 733 9.80 677.50 360.00 > 137.59 742 20.00 677.53 365.00 135.43 MINIMUM PRESSURES 566 18.80 475.39 337.00 59.97 567 9.60 502.72 360.00 61.84 565 1750.00 475.40 321.00 66.91 559 .00 511.73 353.00 68.78 569 12.80 492.46 333.00 69.10 THE NET SYSTEM DEMAND =2118.20 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 2118.20 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 2118.20 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 569 1750.00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = .00007 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 569 IN VILLAGE Q C-7 PIPE 321 322 328 550 551 558 560 561 562 563 565 566 567 568 569 571 580 581 582 583 700 719 720 725 726 728 729 730 733 734 735 740 741 742 743 745 LINE NO. 998 NODE NOS. 0 321 322 0 551 551 559 561 562 563 564 568 565 561 562 572 568 580 552 581 328 716 750 716 724 750 725 717 716 740 732 740 741 741 731 743 IS 321 322 328 551 552 572 561 562 563 580 565 565 566 567 568 559 569 564 581 580 700 750 700 717 725 728 724 724 731 743 733 741 731 742 740 732 CLOSED JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 564 565 566 567 568 569 FLOWRATE 2124.20 2124.20 2124.20 1916.20 835.82 1080.38 1080.38 1051.98 -267.79 -279.99 473.83 -436.23 18.80 9.60 1319.77 1080.38 1750.00 508.03 800.22 800.22 2124.20 -170.40 -2086.60 99.20 51.18 .00 -48.02 99.20 71.20 28.60 9.80 15.31 -27.29 20.00 43.91 28.60 DEMAND .00 .00 .00 .00 35.60 .00 18.80 .00 12.20 34.20 18.80 18.80 9.60 6.00 1750.00 HEAD 2 3 4 9 5 -1 -1 4 -4 8 1 53 3 2 12 6 --5 - - GRADE 689 689 689 517 513 511 501 495 497 495 491 491 501 486 433 LOSS PUMP HEAD MINOR LOSS VELOCITY .15 .05 .09 .94 .16 .58 .73 .89 .57 .50 .41 .19 .01 .00 .85 .19 .76 .32 .53 .62 .14 .19 .38 .06 .07 .00 .07 .01 .06 .01 .00 .01 .02 .01 .01 .03 LINE .40 .36 .27 .06 .89 .29 .56 .67 .24 .42 .01 .00 .55 .81 .06 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELEVATION 290.00 273.00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 .00 .00 .00 .00 5 .00 2 .00 3 .00 4 .00 4 .00 -1 .00 -1 .00 3 .00 -2 .00 .00 .00 8 .00 3 .00 11 .00 3 .00 2 .00 5 .00 3 .00 .00 -3 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PRESSURE 98.39 104.39 68.59 74.34 91.29 107.14 73.85 73.67 66.73 61.34 80.95 43.36 .67 .67 .67 .44 .37 .06 .41 .30 .71 .79 .02 .78 .12 .06 .42 .06 .17 .24 .27 .11 .39 .48 .33 .28 .33 .00 .31 .28 .29 .12 .06 .10 .17 .13 .18 .18 HL/1000 .06 .06 .06 9.81 2.11 3.39 8.25 7.85 -1.85 -2.01 5.31 -4.56 .01 .00 35.42 3.39 59.73 6.04 1.95 14.02 2.92 -.11 -2.83 .04 .09 .00 -.08 .04 .05 .01 .00 .01 -.03 .02 .02 .03 C-8 572 .00 512.48 344.00 73.01 580 12.20 498.74 262.00 102.59 581 .00 511.36 700 37.60 683.12 420.00 114.02 716 .00 677.56 368.00 134.14 717 .00 677.50 460.00 94.25 724 .00 677.49 464.00 92.51 725 99.20 677.42 456.00 95.95 728 .00 677.75 731 .00 677.49 367.00 134.55 732 18.80 677.45 406.00 117.63 733 9.80 677.44 360.00 137.56 740 .00 677.49 350.00 141.91 741 22.60 677.48 350.00 141.91 742 20.00 677.47 365.00 135.40 743 .00 677.48 390.00 124.57 750 .00 677.75 328.00 151.56 MAXIMUM PRESSURES 750 .00 677.75 328.00 151.56 740 .00 677.49 350.00 141.91 741 22.60 677.48 350.00 141.91 733 9.80 677.44 360.00 137.56 742 20.00 677.47 365.00 135.40 MINIMUM PRESSURES 569 1750.00 433.06 333.00 43.36 567 9.60 501.55 360.00 61.34 566 18.80 491.00 337.00 66.73 559 .00 511.29 353.00 68.59 572 .00 512.48 344.00 73.01 THE NET SYSTEM DEMAND = 2124.20 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 2124.20 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 2124.20 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 566 1750.00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00006 C-9 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT MODE 566 IN VILLAGE Q PIPE 321 322 328 550 551 558 560 561 562 563 565 566 567 568 569 571 580 581 582 583 700 719 720 725 726 728 729 730 733 734 735 740 741 742 743 745 LINE NO. 998 JUNCTION 321 322 328 551 552 559 561 562 563 564 565 NODE NOS. 0 321 322 0 551 551 559 561 562 563 564 568 565 561 562 572 568 580 552 581 328 716 750 716 724 750 725 717 716 740 732 740 741 741 731 743 IS 321 322 328 551 552 572 561 562 563 580 565 565 566 567 568 559 569 564 581 580 700 750 700 717 725 728 724 724 731 743 733 741 731 742 740 732 CLOSED NUMBER FLOWRATE 2118.20 2118.20 2118.20 1910.20 873.74 1036.46 1036.46 1008.06 58.58 46.38 838.12 930.68 1750.00 9.60 949.48 1036.46 12.80 872.32 838.14 838.14 2118.20 -170.40 -2080.60 99.20 51.18 .00 -48.02 99.20 71.20 28.60 9.80 15.31 -27.29 20.00 43.91 28.60 DEMAND .00 .00 .00 .00 35.60 .00 18.80 .00 12.20 34.20 18.80 HEAD 2 3 4 9 5 12 17 47 4 1 9 2 13 6 - -5 - - GRADE 689 689 689 517 513 511 502 497 497 488 475 LOSS PUMP HEAD MINOR LOSS VELOCITY .15 .04 .09 .93 .44 .24 .01 .44 .09 .05 .68 .06 .78 .00 .81 .10 .01 .05 .76 .75 .11 .19 .35 .06 .07 .00 .07 .01 .06 .01 .00 .01 .02 .01 .01 .03 LINE .40 .36 .27 .07 .64 .73 .72 .28 .19 .08 .40 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELEVATION 290.00 273.00 353.00 330.00 285.00 250.00 325.00 321.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PRESSURE 98.40 104.28 68.78 74.85 91.99 107.11 70.67 66.91 5 2 2 4 4 5 5 11 6 2 5 2 5 3 - -3 - - .67 .67 .67 .42 .48 .94 .23 .12 .37 .30 .35 .94 .17 .06 .06 .94 .08 .57 .38 .35 .38 .48 .32 .28 .33 .00 .31 .28 .29 .12 .06 .10 .17 .13 .18 .18 HL/1000 .06 .06 .06 9.75 2.29 3.14 7.64 7.25 .11 .07 15.28 18.55 59.73 .00 19.25 3.14 .01 16.45 2.12 15.28 2.91 -.11 -2.81 .04 .09 '.00 -.08 .04 .05 .01 .00 .01 -.03 .02 .02 .03 C-10 566 567 568 569 572 580 581 700 716 717 724 725 728 731 732 733 740 741 742 743 750 750 740 741 733 742 566 567 565 559 569 THE NET SYSTEM 1750.00 9.60 6.00 12.80 .00 12.20 .00 37.60 .00 .00 .00 99.20 .00 .00 18.80 9.80 .00 22.60 20.00 .00 .00 MAXIMUM .00 .00 22.60 9.80 20.00 MINIMUM 1750.00 9.60 18.80 .00 12.80 427.62 502.72 492.47 492.46 512.83 497.13 510.88 683.16 677.62 677.56 677.55 677.48 677.81 677.56 677.51 677.50 677.55 677.54 677.53 677.54 677.81 PRESSURES 677.81 677.55 677.54 677.50 677.53 PRESSURES 427.62 502.72 475.40 511.73 492.46 337.00 360.00 300.00 333.00 344.00 262.00 420.00 368.00 460.00 464.00 456.00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 328.00 350.00 350.00 360.00 365.00 337.00 360.00 321.00 353.00 333.00 39.27 61.84 83.40 69.10 73.16 101.89 114.04 134.17 94.28 92.54 95.97 134.57 117.65 137.59 141.94 141.93 135.43 124.60 151.58 151.58 141.94 141.93 137.59 135.43 39.27 61.84 66.91 68.78 69.10 DEMAND = 2118.20 SUMMARY OF INFLOWS (+) AND OUTFLOWS (-) FROM PIPE NUMBER 321 FLOWRATE 2118.20 FIXED GRADE NODES THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES « 2118.20 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 564 1750.00 C-ll THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY .00002 MAXIMUM DAY DEMANDS PLUS 1750 6PM FIRE FLOW AT NODE 564 IN VILLAGE Q PIPE NO. NODE NOS. 321 0 321 322 321 322 328 322 328 550 0 551 551 551 552 558 551 572 560 559 561 561 561 562 562 562 563 563 563 580 565 564 565 566 568 565 567 565 566 568 561 567 569 562 568 571 572 559 580 568 569 581 580 564 582 552 581 583 581 580 700 328 700 719 716 750 720 750 700 725 716 717 726 724 725 728 750 728 729 725 724 730 717 724 733 716 731 734 740 743 735 732 733 740 740 741 741 741 731 742 741 742 743 731 740 745 743 732 LINE 998 IS CLOSED JUNCTION NUMBER 321 322 328 551 552 559 561 FLOWRATE 2102.80 2102.80 2102.80 1894.80 907.49 987.31 987.31 958.91 292.98 280.78 -609.53 647.13 18.80 9.60 665.93 987.31 12.80 1140.47 871.89 871.89 2102.80 -170.40 -2065.20 99.20 51.18 .00 -48.02 99.20 71.20 28.60 9.80 15.31 -27.29 20.00 43.91 28.60 DEMAND .00 .00 .00 .00 35.60 .00 18.80 HEAD LOSS .14 .04 .09 2.88 3.69 3.88 8.24 4.96 1.85 1.51 -7.03 8.71 .01 .00 2.49 1.01 .01 14.86 2.97 14.79 6.03 -.19 -5.27 .06 .07 .00 -.07 .01 .06 .01 .00 .01 -.02 .01 .01 .03 GRADE LINE 689.41 689.36 689.27 517.12 513.43 512.24 504.00 PUMP HEAD MINOR LOSS VELOCITY .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELEVATION 290.00 273.00 353.00 330.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PRESSURE 98.42 104.19 69.00 75.40 .66 .66 .66 5.37 2.57 2.80 4.03 3.92 1.87 1.79 -3.89 4.13 .12 .06 4.25 2.80 .08 7.28 2.47 5.56 3.36 -.48 -3.30 .28 .33 .00 -.31 .28 .29 .12 .06 .10 -.17 .13 .18 .18 HL/1000 .06 .06 .06 9.61 2.46 2.87 6.98 6.61 2.18 2.02 -8.47 9.46 .01 .00 9.98 2.87 .01 27.03 2.28 16.44 2.87 -.11 -2.78 .04 .09 .00 -.08 .04 .05 .01 .00 .01 -.03 .02 .02 .03 C-12 562 .00 499.04 285.00 92.75 563 12.20 497.19 250.00 107.11 564 1750.00 480.81 325.00 67.52 565 18.80 487.84 321.00 72.30 566 18.80 487.83 337.00 65.36 567 9.60 503.99 360.00 62.40 568 6.00 496.54 300.00 85.17 569 12.80 496.54 333.00 70.87 572 .00 513.24 344.00 73.34 580 12.20 495.67 262.00 101.26 581 .00 510.47 700 37.60 683.24 420.00 114.07 716 .00 677.78 368.00 134.24 717 .00 677.72 460.00 94.35 724 .00 677.71 464.00 92.61 725 99.20 677.64 456.00 96.04 728 .00 677.97 731 .00 677.71 367.00 134.64 732 18.80 677.67 406.00 . 117.72 733 9.80 677.66 360.00 137.65 740 .00 677.71 350.00 142.01 741 22.60 677.70 350.00 142.00 742 20.00 677.69 365.00 135.50 743 .00 677.70 390.00 124.67 750 .00 677.97 328.00 151.65 MAXIMUM PRESSURES 750 .00 677.97 328.00 151.65 740 .00 677.71 350.00 142.01 741 22.60 677.70 350.00 142.00 733 9.80 677.66 360.00 137.65 742 20.00 677.69 365.00 135.50 MINIMUM PRESSURES 567 9.60 503.99 360.00 62.40 566 18.80 487.83 337.00 65.36 564 1750.00 480.81 325.00 67.52 559 .00 512.24 353.00 69.00 569 12.80 496.54 333.00 70.87 THE NET SYSTEM DEMAND = 2102.80 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 2102.80 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 2102.80 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 4.00 C-13 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00008 PHASING ALTERNATIVE 1 FOR VILLAGE Q IN THE 520 ZONE SYSTEM PEAK HOUR DEMANDS PIPE NO. 321 322 328 550 551 558 560 561 562 563 565 566 567 568 569 571 580 581 582 583 700 719 720 725 726 728 729 730 733 734 735 740 741 742 743 745 LINE 998 JUNCTION 321 322 328 551 552 559 561 NODE NOS. 0 321 322 0 551 551 559 561 562 563 564 568 565 561 562 572 568 580 552 581 328 716 750 716 724 750 725 717 716 740 732 740 741 741 731 743 IS 321 322 328 551 552 572 561 562 563 580 565 565 566 567 568 559 569 564 581 580 700 750 700 717 725 728 724 724 731 743 733 741 731 742 740 732 CLOSED NUMBER FLOWRATE 774.00 774.00 774.00 358.00 187.03 170.97 170.97 114.17 21.26 -3.14 19.89 55.31 37.60 19.20 92.91 170.97 25.60 88.29 115.83 115.83 774.00 -340.80 -698.80 198.40 102.35 .00 -96.05 198.40 142.40 57.20 19.60 30.62 -54.58 40.00 87.82 57.20 DEMAND .00 .00 .00 .00 71.20 .00 37.60 HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY .02 .01 .01 .13 .20 .15 .32 .10 .01 .00 .01 .09 .04 .01 .06 .04 .02 .13 .07 .35 .95 -.69 -.71 .21 .25 .00 -.25 .05 .23 .02 .01 .03 -.06 .03 .03 .12 GRADE LINE 689.53 689.52 689.51 519.87 519.67 519.68 519.36 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELEVATION 290.00 273.00 353.00 330.00 .00 .00 .00 .00 1 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 1 .00 .00 -1 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PRESSURE 99.61 106.89 72.23 82.06 .24 .24 .24 .02 .53 .48 .70 .47 .14 .02 .13 .35 .24 .12 .59 .48 .16 .56 .33 .74 .23 .97 .12 .56 .65 .00 .61 .56 .58 .23 .13 .20 .35 .26 .36 .37 HL/1000 .01 .01 .01 .44 .13 .11 .27 .13 .02 .00 .01 .10 .05 .01 .26 .11 .02 .24 .05 .39 .45 -.40 -.37 .15 .31 .00 -.28 .15 .19 .04 .01 .03 -.10 .05 .08 .11 C-14 562 563 564 565 566 567 568 569 572 580 581 700 716 717 724 725 728 731 732 733 740 741 742 743 750 750 740 741 733 742 567 559 572 566 569 THE NET SYSTEM DEMAND = 774.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 774.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 774.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 .00 24.40 68.40 37.60 37.60 19.20 12.00 25.60 .00 24.40 .00 75.20 .00 .00 .00 198.40 .00 .00 37.60 19.60 .00 45.20 40.00 .00 .00 MAXIMUM .00 .00 45.20 19.60 40.00 MINIMUM 19.20 .00 .00 37.60 25.60 519.26 519.25 519.12 519.11 519.07 519.34 519.20 519.18 519.72 519.25 519.60 688.56 687.16 686.96 686.90 686.66 687.85 686.93 686.76 686.74 686.90 686.87 686.84 686.87 687.85 PRESSURES 687.85 686.90 686.87 686.74 686.84 PRESSURES 519.34 519.68 519.72 519.07 519.18 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 344.00 262.00 420.00 368.00 460.00 464.00 456.00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 328.00 350.00 350.00 360.00 365.00 360.00 353.00 344.00 337.00 333.00 101.51 116.67 84.12 85.85 78.90 69.05 94.99 80.68 76.14 111.47 116.38 138.30 98.35 96.59 99.95 138.64 ' 121.66 141.59 145.99 145.98 139.46 128.64 155.94 155.94 145.99 145.98 141.59 139.46 69.05 72.23 76.14 78.90 80.68 C-15 Appendix D Water System Analysis Carrillo Ranch Water System Analysis - Village Q Phasing - Phase II tAlternative 2 (See Figure 2 and Exhibit A for Node and Pipe Diagram) Conditions Modeled (700 and 520 Zones): 1) Average Day Demands. 2) Maximum day demands plus 1,750 gpm fire flow at Node 565 in Village Q. 3) Maximum day demands plus 1,750 gpm fire flow at Node 569 in Village Q. 4) Maximum day demands plus 1,750 gpm fire flow at Node 566 in Village Q. 5) Maximum day demands plus 1,750 gpm fire flow at Node 564 in Village Q. 6) Peak Hour Demands. D-l FLOWRATE IS EXPRESSED IN 6PM AND PRESSURE IN PSI6 A SUMMARY OF THE ORIGINAL DATA FOLLOWS THERE IS A PRV AT JUNCTION 750 FOR LINE THERE IS A PRV AT JUNCTION 729 FOR LINE 550 SET AT A GRADE OF 520.00 564 SET AT A GRADE OF 520.00 PIPE NO. NODE NOS.LENGTH DIAMETER ROUGHNESS MINOR LOS (FEET) (INCHES) 321 322 328 550 551 558 560 561 562 563 564 565 566 567 568 569 571 580 581 700 719 720 725 726 728 729 730 733 734 735 740 741 742 743 745 799 998 LINE 998 999 LINE 999 0 321 322 750 551 551 559 561 562 563 729 564 568 565 561 562 572 568 580 328 716 750 716 724 750 725 717 716 740 732 740 741 741 731 743 729 750 IS 729 IS 321 322 328 551 552 572 561 562 563 580 564 565 565 566 567 568 559 569 564 700 750 700 717 725 728 724 724 731 743 733 741 731 742 740 732 732 551 CLOSED 564 CLOSED 2600.0 800.0 1650.0 300.0 1500.0 1350.0 1180.0 750.0 850.0 750.0 1400.0 830.0 920.0 800.0 1000.0 250.0 350.0 900.0 550.0 2100.0 1720.0 1900.0 1400.0 800.0 2700.0 900.0 350.0 1200.0 700.0 870.0 800.0 600.0 600.0 400.0 1100.0 3000.0 1.0 1.0 36.0 36.0 36.0 12.0 12.0 12.0 10.0 10.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 12.0 8.0 8.0 16.0 12.0 16.0 12.0 8.0 12.0 8.0 12.0 10.0 10.0 8.0 8.0 8.0 8.0 10.0 8.0 8.0 1.0 1.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 689.55 D-2 JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 564 565 566 567 568 569 572 580 700 716 717 724 725 728 729 731 732 733 740 741 742 743 750 DEMAND .00 .00 .00 .00 17.80 .00 9.40 .00 6.10 17.10 9.40 9.40 4.80 3.00 6.40 .00 6.10 18.80 .00 .00 .00 49.60 .00 .00 .00 9.40 4.90 .00 11.30 10.00 .00 .00 ELEVATION .00 .00 .00 290.00 273.00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 344.00 262.00 420.00 368.00 460.00 464.00 456.00 .00 .00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 CONNECTING PIPES 321 322 322 328 328 700 550 551 558 998 551 560 571 560 561 568 561 562 569 562 563 564 565 581 999 565 566 567 567 568 566 569 580 580 558 571 563 581 700 720 719 725 733 725 730 726 729 730 726 729 728 564 799 999 733 741 743 735 745 799 735 734 740 743 740 741 742 742 734 745 550 719 720 728 998 OUTPUT SELECTION: ALL RESULTS ARE OUTPUT EACH PERIOD 5 VALUES ARE OUTPUT FOR MAXIMUM AND MINIMUM PRESSURES THIS SYSTEM HAS 38 PIPES WITH 32 JUNCTIONS , 4 LOOPS AND 3 FGNS THE RESULTS ARE OBTAINED AFTER 7 TRIALS WITH AN ACCURACY = .00264 RANCHO CARRILLO WATER SYSTEM PHASING ANALYSIS FILE: 658-004.B3 MODEL OF 700 AND 520 ZONE SYSTEMS FOR VILLAGE Q PHASING ALTERNATIVE 2 AVERAGE DAY DEMANDS WITHIN THE PROJECT PIPE NO. NODE NOS. FLOWRATE 321 0 321 193.50 322 321 322 193.50 328 322 328 193.50 HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 .00 .00 .00 .06 .00 .00 .00 .00 .06 .00 .00 .00 .00 .06 .00 D-3 550 0 551 551 551 552 558 551 572 560 559 561 561 561 562 562 562 563 563 563 580 564 0 564 565 564 565 566 568 565 567 565 566 568 561 567 569 562 568 571 572 559 580 568 569 581 580 564 700 328 700 719 716 750 720 750 700 725 716 717 726 724 725 728 750 728 729 725 724 730 717 724 733 716 731 734 740 743 735 732 733 740 740 741 741 741 731 742 741 742 743 731 740 745 743 732 799 729 732 LINE 998 IS CLOSED LINE 999 IS CLOSED JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 564 565 566 567 568 569 572 580 700 716 58.22 17.80 40.42 40.42 26.22 8.30 2.20 31.28 10.27 8.53 9.40 4.80 17.93 40.42 6.40 -3.90 193.50 -116.48 -174.70 49.60 25.59 .00 -24.01 49.60 66.88 45.58 4.90 .65 -20.65 10.00 46.22 45.58 -31.28 DEMAND .00 .00 .00 .00 17.80 .00 9.40 .00 6.10 17.10 9.40 9.40 4.80 3.00 6.40 .00 6.10 18.80 .00 .00 .00 .01 .02 .01 .00 .00 .05 .00 .00 .00 .00 .00 .00 .00 .00 .07 -.09 -.05 .02 .02 .00 -.02 .00 .06 .02 .00 .00 -.01 .00 .01 .08 -.10 GRADE LINE 689.55 689.55 689.55 520.00 519.99 519.98 519.96 519.95 519.95 519.95 519.95 519.94 519.96 519.95 519.95 519.98 519.95 689.47 689.33 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 290.00 273.00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 344.00 262.00 420.00 368.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 99.66 107.03 72.36 82.32 101.81 116.98 84.48 86.21 79.28 69.32 95.31 81.01 76.26 111.78 116.77 139.24 .17 .05 .11 .17 .11 .05 .01 .20 .07 .05 .06 .03 .11 .11 .04 -.02 .31 -.33 -.28 .14 .16 .00 -.15 .14 .27 .19 .03 .00 -.13 .06 .19 .29 -.20 ELEVATION PRESSURE .02 .00 .01 .02 .01 .00 .00 .03 .00 .00 .00 .00 .01 .01 .00 .00 .03 -.05 -.03 .01 .02 .00 -.02 .01 .05 .02 .00 .00 -.02 .00 .02 .07 -.03 D-4 717 .00 689.31 460.00 99.37 724 .00 689.31 464.00 97.63 725 49.60 689.29 456.00 101.09 728 .00 689.42 729 .00 689.06 731 .00 689.27 367.00 139.65 732 9.40 689.17 406.00 122.71 733 4.90 689.16 360.00 142.64 740 .00 689.26 350.00 147.01 741 11.30 689.26 350.00 147.01 742 10.00 689.26 365.00 140.51 743 .00 689.24 390.00 129.67 750 .00 689.42 328.00 156.62 MAXIMUM PRESSURES 750 .00 689.42 328.00 156.62 740 .00 689.26 350.00 147.01 741 11.30 689.26 350.00 147.01 733 4.90 689.16 360.00 . 142.64 742 10.00 689.26 365.00 140.51 MINIMUM PRESSURES 567 4.80 519.96 360.00 69.32 559 .00 519.98 353.00 72.36 572 .00 519.98 344.00 76.26 566 9.40 519.94 337.00 79.28 569 6.40 519.95 333.00 81.01 THE NET SYSTEM DEMAND = 193.50 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 193.50 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 193.50 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 565 1750.00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00041 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 565 IN VILLAGE Q D-5 PIPE 321 322 328 550 551 558 560 561 562 563 564 565 566 567 568 569 571 580 581 700 719 720 725 726 728 729 730 733 734 735 740 741 742 743 745 799 LINE LINE NO. NODE NOS. 0 321 322 0 551 551 559 561 562 563 0 564 568 565 561 562 572 568 580 328 716 750 716 724 750 725 717 716 740 732 740 741 741 731 743 729 998 IS 999 IS 321 322 328 551 552 572 561 562 563 580 564 565 565 566 567 568 559 569 564 700 750 700 717 725 728 724 724 731 743 733 741 731 742 740 732 732 CLOSED CLOSED JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 564 565 566 567 568 FLOWRATE 2118.20 2118.20 2118.20 1062.99 35.60 1027.39 1027.39 998.99 160.32 148.12 847.21 948.93 819.87 18.80 9.60 838.67 1027.39 12.80 135.92 2118.20 -1017.61 -2080.60 99.20 51.18 .00 -48.02 99.20 918.41 875.81 9.80 -178.08 -220.68 20.00 697.73 875.81 -847.21 DEMAND .00 .00 .00 .00 35.60 .00 18.80 .00 12.20 34.20 1750.00 18.80 9.60 6.00 HEAD 4 8 5 21 15 13 3 1 6 -5 -5 - 7 3 - - 1 18 -46 GRADE 689 689 689 519 519 513 504 499 498 498 482 482 504 495 LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 .15 .04 .09 .99 .01 .17 .87 .35 .61 .46 .82 .96 .49 .01 .00 .82 .08 .01 .29 .11 .22 .35 .06 .07 .00 .07 .01 .33 .91 .00 .69 .77 .01 .47 .23 .76 LINE .40 .36 .27 .01 .00 .76 .89 .54 .93 .18 .22 .21 .89 .72 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELEVATION 290.00 273.00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 3 2 4 4 1 5 6 5 5 2 3 -2 -3 - 3 3 -1 -1 2 5 -5 .67 .67 .67 .02 .10 .91 .20 .08 .02 .95 .41 .06 .23 .12 .06 .35 .91 .08 .87 .38 .89 .32 .28 .33 .00 .31 .28 .75 .58 .06 .14 .41 .13 .85 .59 .41 .06 .06 .06 3.29 .01 3.09 7.51 7.13 .71 .62 15.59 19.23 14.67 .01 .00 15.30 3.09 .01 .53 2.91 -3.04 -2.81 .04 .09 .00 -.08 .04 6.10 5.59 .00 -.87 -1.29 .02 3.67 16.57 -15.59 PRESSURE 99 106 69 75 92 107 75 69 62 62 84 .24 .60 .66 .79 .97 .87 .04 .86 .92 .78 .81 D-6 569 12.80 495.71 333.00 70.51 572 .00 514.84 344.00 74.03 580 12.20 498.47 262.00 102.47 700 37.60 683.16 420.00 114.04 716 .00 672.59 368.00 131.99 717 .00 672.53 460.00 92.10 724 .00 672.51 464.00 90.36 725 99.20 672.45 456.00 93.79 728 .00 677.81 729 .00 594.89 731 .00 665.26 367.00 129.25 732 18.80 641.65 406.00 102.11 733 9.80 641.64 360.00 122.05 740 .00 663.79 350.00 135.98 741 22.60 664.49 350.00 136.28 742 20.00 664.48 365.00 129.77 743 .00 659.88 390.00 116.95 750 .00 677.81 328.00 151.58 I MAXIMUM PRESSURES 750 .00 677.81 328.00 151.58 741 22.60 664.49 350.00 136.28 740 .00 663.79 350.00 135.98 716 .00 672.59 368.00 131.99 742 20.00 664.48 365.00 129.77 MINIMUM PRESSURES 567 9.60 504.89 360.00 62.78 566 18.80 482.21 337.00 62.92 559 .00 513.76 353.00 69.66 565 1750.00 482.22 321.00 69.86 569 12.80 495.71 333.00 70.51 THE NET SYSTEM DEMAND = 2118.20 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 2118.20 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 2118.20 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 569 1750.00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = .00002 D-7 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 569 IN VILLAGE Q PIPE 321 322 328 550 551 558 560 561 562 563 564 565 566 567 568 569 571 580 581 700 719 720 725 726 728 729 730 733 734 735 740 741 742 743 745 799 LINE LINE NO. NODE NOS. 0 321 322 0 551 551 559 561 562 563 0 564 568 565 561 562 572 568 580 328 716 750 716 724 750 725 717 716 740 732 740 741 741 731 743 729 998 IS 999 IS 321 322 328 551 552 572 561 562 563 580 564 565 565 566 567 568 559 569 564 700 750 700 717 725 728 724 724 731 743 733 741 731 742 740 732 732 CLOSED CLOSED JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 FLOWRATE 2124.20 2124.20 2124.20 1114.75 35.60 1079.15 1079.15 1050.75 -208.32 -220.52 801.45 534.53 -496.93 18.80 9.60 1259.07 1079.15 1750.00 -232.72 2124.20 -971.85 -2086.60 99.20 51.18 .00 -48.02 99.20 872.65 830.05 9.80 -167.94 -210.54 20.00 662.11 830.05 -801.45 DEMAND .00 .00 .00 .00 35.60 .00 18.80 .00 12.20 HEAD 1 4 9 5 -- 19 5 -5 8 1 53 - 6 -4 -5 - 6 3 -- 1 16 -42 GRADE 689 689 689 518 518 513 503 497 498 LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 .15 .05 .09 .08 .01 .57 .71 .87 .99 .97 .69 .51 .34 .01 .00 .12 .19 .76 .78 .14 .80 .38 .06 .07 .00 .07 .01 .66 .54 .00 .62 .71 .01 .33 .51 .19 LINE .40 .36 .27 .92 .91 .16 .45 .58 .56 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELEVATION 290.00 273.00 353.00 330.00 285.00 250.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 • • • 3. * 3. 4. 4. -1. -1. 5. 3. """ *J • • « 8. 3. 11. -1. 3. «™O -3. • * • ™" • « 3. 3. • -1. -1. • 2. 5. -5. 67 67 67 16 10 06 41 29 33 41 12 41 17 12 06 04 06 17 49 39 76 33 28 33 00 31 28 56 39 06 07 34 13 70 30 12 • • • 3. • 3. 8. 7. -1. -1. 14. 6. -5. * * 32. 3. 59. -1. 2. —2 -2. • . • ^ • • 5. 5. • "™ * -1. • 3. 15. -14. 06 06 06 60 01 39 23 83 16 29 06 64 80 01 00 46 39 73 42 92 79 83 04 09 00 08 04 55 06 00 78 18 02 33 01 06 PRESSURE 99.20 106.56 69.40 75.16 92.12 107.71 D-8 564 565 566 567 568 569 572 580 700 716 717 724 725 728 729 731 732 733 740 741 742 743 750 750 741 740 716 742 569 567 566 559 572 THE NET SYSTEM 34.20 18.80 18.80 9.60 6.00 1750.00 .00 12.20 37.60 .00 .00 .00 99.20 .00 .00 .00 18.80 9.80 .00 22.60 20.00 .00 .00 MAXIMUM .00 22.60 .00 .00 20.00 MINIMUM 1750.00 9.60 18.80 .00 .00 500.31 494.80 494.79 503.45 489.46 435.71 514.35 499.53 683.12 672.95 672.89 672.88 672.81 677.75 602.72 666.29 644.91 644.90 664.95 665.58 665.57 661.41 677.75 PRESSURES 677.75 665.58 664.95 672.95 665.57 PRESSURES 435.71 503.45 494.79 513.16 514.35 325.00 321.00 337.00 360.00 300.00 333.00 344.00 262.00 420.00 368.00 460.00 464.00 456.00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 328.00 350.00 350.00 368.00 365.00 333.00 360.00 337.00 353.00 344.00 75.97 75.31 68.38 62.16 82.10 44.51 73.82 102.93 114.02 132.15 92.25 90.51 93.95 129.69 103.53 123.46 136.48 136.75 130.25 117.61 .151.56 151.56 136.75 136.48 132.15 130.25 44.51 62.16 68.38 69.40 73.82 DEMAND = 2124.20 SUMMARY OF INFLOWS (+) AND OUTFLOWS (-) FROM PIPE NUMBER 321 FLOWRATE 2124.20 FIXED GRADE NODES THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 2124.20 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : D-9 JUNCTION NUMBER 566 DEMAND 1750.00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00005 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 566 IN VILLAGE Q PIPE NO. 321 322 328 550 551 558 560 561 562 563 564 565 566 567 568 569 571 580 581 700 719 720 725 726 728 729 730 733 734 735 740 741 742 743 745 799 LINE 998 LINE 999 JUNCTION 321 322 328 551 NODE NOS. 0 321 322 0 551 551 559 561 562 563 0 564 568 565 561 562 572 568 580 328 716 750 716 724 750 725 717 716 740 732 740 741 741 731 743 729 IS IS 321 322 328 551 552 572 561 562 563 580 564 565 565 566 567 568 559 569 564 700 750 700 717 725 728 724 724 731 743 733 741 731 742 740 732 732 CLOSED CLOSED NUMBER FLOWRATE 2118.20 2118.20 2118.20 1062.99 35.60 1027.39 1027.39 998.99 160.32 148.12 847.21 948.93 819.87 1750.00 9.60 838.67 1027.39 12.80 135.92 2118.20 -1017.61 -2080.60 99.20 51.18 .00 -48.02 99.20 918.41 875.81 9.80 -178.07 -220.67 20.00 697.75 875.81 -847.21 DEMAND .00 .00 .00 .00 HEAD 4 8 5 21 15 13 47 3 1 6 -5 —5 - 7 3 - - 1 18 -46 GRADE 689 689 689 519 LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 .15 .04 .09 .99 .01 .17 .87 .35 .61 .46 .82 .96 .49 .78 .00 .82 .08 .01 .29 .11 .22 .35 .06 .07 .00 .07 .01 .33 .91 .00 .69 .77 .01 .47 .23 .76 LINE .40 .36 .27 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELEVATION 290.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PRESSURE 99.24 * • • 3. • 2. 4. 4. 1. • 5. 6. 5. 11. • 5. 2. , • 3. -2. -3. • • • ^ • • 3. 3. • -1. -1. • 2. 5. -5. 67 67 67 02 10 91 20 08 02 95 41 06 23 17 06 35 91 08 87 38 89 32 28 33 00 31 28 75 58 06 14 41 13 85 59 41 • * • 3. • 3. 7. 7. • • 15. 19. 14. 59. • 15. 3. • • 2. -3. — O • • * -. • 6. 5. • ^ • -1. • 3. 16. -15. 06 06 06 29 01 09 51 13 71 62 59 23 67 73 00 30 09 01 53 91 04 81 04 09 00 08 04 10 59 00 87 29 02 67 57 59 D-10 552 35.60 519.00 273.00 106.60 559 .00 513.76 353.00 69.66 561 18.80 504.89 330.00 75.79 562 .00 499.54 285.00 92.97 563 12.20 498.93 250.00 107.87 564 34.20 498.18 325.00 75.04 565 18.80 482.22 321.00 69.86 566 1750.00 434.44 337.00 42.22 567 9.60 504.89 360.00 62.78 568 6.00 495.72 300.00 84.81 569 12.80 495.71 333.00 70.51 572 .00 514.84 344.00 74.03 580 12.20 498.47 262.00 102.47 700 37.60 683.16 420.00 114.04 716 .00 672.59 368.00 131.99 717 .00 672.53 460.00 92.10 724 .00 672.51 464.00 90.36 725 99.20 672.45 456.00 93.79 728 .00 677.81 729 .00 594.89 731 .00 665.26 367.00 129.25 732 18.80 641.65 406.00 102.11 733 9.80 641.64 360.00 122.05 740 .00 663.79 350.00 135.98 741 22.60 664.49 350.00 136.28 742 20.00 664.48 365.00 129.77 743 .00 659.88 390.00 116.95 750 .00 677.81 328.00 151.58 MAXIMUM PRESSURES 750 .00 677.81 328.00 151.58 741 22.60 664.49 350.00 136.28 740 .00 663.79 350.00 135.98 716 .00 672.59 368.00 131.99 742 20.00 664.48 365.00 129.77 MINIMUM PRESSURES 566 1750.00 434.44 337.00 42.22 567 9.60 504.89 360.00 62.78 559 .00 513.76 353.00 69.66 565 18.80 482.22 321.00 69.86 569 12.80 495.71 333.00 70.51 THE NET SYSTEM DEMAND = 2118.20 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 321 2118.20 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES «= 2118.20 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS D-ll THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 2.00 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE : JUNCTION NUMBER DEMAND 564 1750.00 THE RESULTS ARE OBTAINED AFTER 4 TRIALS WITH AN ACCURACY = .00013 MAXIMUM DAY DEMANDS PLUS 1750 GPM FIRE FLOW AT NODE 564 IN VILLAGE Q PIPE NO. NODE NOS. 321 0 321 322 321 322 328 322 328 550 0 551 551 551 552 558 551 572 560 559 561 561 561 562 562 562 563 563 563 580 564 0 564 565 564 565 566 568 565 567 565 566 568 561 567 569 562 568 571 572 559 580 568 569 581 580 564 700 328 700 719 716 750 720 750 700 725 716 717 726 724 725 728 750 728 729 725 724 730 717 724 733 716 731 734 740 743 735 732 733 740 740 741 741 741 731 742 741 742 743 731 740 745 743 732 799 729 732 LINE 998 IS CLOSED LINE 999 IS CLOSED FLOWRATE 2102.80 2102.80 2102.80 962.78 35.60 927.18 927.18 898.78 430.42 418.22 932.02 -411.95 449.55 18.80 9.60 468.35 927.18 12.80 406.02 2102.80 •1102.42 •2065.20 99.20 51.18 .00 -48.02 99.20 1003.22 960.62 9.80 -196.82 -239.42 20.00 763.80 960.62 -932.02 HEAD LOSS .14 .04 .09 .82 .01 3.45 7.33 4.40 3.78 3.16 26.04 -3.40 4.43 .01 .00 1.30 .89 .01 2.20 6.03 -6.06 -5.27 .06 .07 .00 -.07 .01 8.63 4.64 .00 -.84 -.90 .01 1.74 21.63 -55.79 PUMP HEAD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 MINOR LOSS .00 • .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 VELOCITY .66 .66 .66 2.73 .10 2.63 3.79 3.67 2.75 2.67 5.95 -2.63 2.87 .12 .06 2.99 2.63 .08 2.59 3.36 -3.13 -3.30 .28 .33 .00 -.31 .28 4.10 3.92 .06 -1.26 -1.53 .13 3.12 6.13 -5.95 HL/1000 .06 .06 .06 2.74 .01 2.56 6.21 5.87 4.45 4.22 18.60 -4.10 4.82 .01 .00 5.20 2.56 .01 3.99 2.87 -3.52 -2.78 .04 .09 .00 -.08 .04 7.19 6.63 .00 -1.04 -1.50 .02 4.34 19.67 -18.60 D-12 JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 564 565 566 567 568 569 572 580 700 716 717 724 725 728 729 731 732 733 740 741 742 743 750 750 741 740 716 742 567 566 559 569 564 DEMAND .00 .00 .00 .00 35.60 .00 18.80 .00 12.20 1750.00 18.80 18.80 9.60 6.00 12.80 .00 12.20 37.60 .00 .00 .00 99.20 .00 .00 .00 18.80 9.80 .00 22.60 20.00 .00 .00 MAXIMUM .00 22.60 .00 .00 20.00 MINIMUM 9.60 18.80 .00 12.80 1750.00 GRADE LINE 689.41 689.36 689.27 519.18 519.17 514.83 507.50 503.10 499.32 493.96 497.37 497.36 507.50 501.80 501.79 515.73 496.16 683.24 671.91 671.85 671.84 671.77 677.97 579.48 663.28 635.27 635.26 661.55 662.38 662.37 656.90 677.97 PRESSURES 677.97 662.38 661.55 671.91 662.37 PRESSURES 507.50 497.36 514.83 501.79 493.96 ELEVATION 290.00 273.00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 344.00 262.00 420.00 368.00 460.00 464.00 456.00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 328.00 350.00 350.00 368.00 365.00 360.00 337.00 353.00 333.00 325.00 PRESSUR1 99.31 106.67 70.13 76.92 94.51 108.04 73.22 76.43 69.49 63.91 87.45 73.14 74.41 101.47 114.07 131.69 91.80 90.06 93.50 128.39 99.35 119.28 135.00 135.37 128.86 115.66 151.65 151.65 135.37 135.00 131.69 128.86 63.91 69.49 70.13 73.14 73.22 THE NET SYSTEM DEMAND = 2102.80 SUMMARY OF INFLOWS (+) AND OUTFLOWS (-) FROM PIPE NUMBER 321 FLOWRATE 2102.80 FIXED GRADE NODES THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 2102.80 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 D-13 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 4.00 THE RESULTS ARE OBTAINED AFTER 3 TRIALS WITH AN ACCURACY = .00032 PHASING ALTERNATIVE 2 FOR VILLAGE Q IN THE 520 ZONE SYSTEM PEAK HOUR DEMANDS PIPE NO. NODE NOS. FLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 321 0 321 322 321 322 328 322 328 550 0 551 551 551 552 558 551 572 560 559 561 561 561 562 562 562 563 563 563 580 564 0 564 565 564 565 566 568 565 567 565 566 568 561 567 569 562 568 571 572 559 580 568 569 581 580 564 700 328 700 719 716 750 720 750 700 725 716 717 726 724 725 728 750 728 729 725 724 730 717 724 733 716 731 734 740 743 735 732 733 740 740 741 741 741 731 742 741 742 743 731 740 745 743 732 799 729 732 LINE 998 IS CLOSED LINE 999 IS CLOSED D-14 774.00 774.00 774.00 232.88 71.20 161.68 161.68 104.88 33.17 8.77 125.12 41.09 34.11 37.60 19.20 71.71 161.68 25.60 -15.63 774.00 465.92 698.80 198.40 102.35 .00 -96.05 198.40 267.52 182.32 19.60 2.53 -82.67 40.00 184.84 182.32 •125.12 .02 .01 .01 .06 .03 .14 .29 .08 .03 .00 .63 .05 .04 .04 .01 .04 .04 .02 -.01 .95 -1.23 -.71 .21 .25 .00 -.25 .05 .75 .21 .01 .00 -.13 .03 .13 1.00 -1.35 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 • .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .24 .24 .24 .66 .20 .46 .66 .43 .21 .06 • .80 .26 .22 .24 .12 .46 .46 .16 -.10 1.23 -1.32 -1.12 .56 .65 .00 -.61 .56 1.09 .74 .13 .02 -.53 .26 .76 1.16 -.80 .01 .01 .01 .20 .02 .10 .24 .11 .04 .00 .45 .06 .04 '.05 .01 .16 .10 .02 -.01 .45 -.71 -.37 .15 .31 .00 -.28 .15 .62 .31 .01 .00 -.21 .05 .31 .91 -.45 JUNCTION NUMBER 321 322 328 551 552 559 561 562 563 564 565 566 567 568 569 572 580 700 716 717 724 725 728 729 731 732 733 740 741 742 743 750 750 740 741 733 742 567 559 572 566 569 DEMAND .00 .00 .00 .00 71.20 .00 37.60 .00 24.40 68.40 37.60 37.60 19.20 12.00 25.60 .00 24.40 75.20 .00 .00 .00 198.40 .00 .00 .00 37.60 19.60 .00 45.20 40.00 .00 .00 MAXIMUM .00 .00 45.20 19.60 40.00 MINIMUM 19.20 .00 .00 37.60 25.60 GRADE LINE 689.53 689.52 689.51 519.94 519.91 519.77 519.48 519.40 519.37 519.37 519.32 519.28 519.47 519.36 519.34 519.80 519.36 688.56 686.62 686.42 686.36 686.11 687.85 683.19 685.88 684.54 684.53 685.75 685.75 685.72 685.54 687.85 PRESSURES 687.85 685.75 685.75 684.53 685.72 PRESSURES 519.47 519.77 519.80 519.28 519.34 ELEVATION 290.00 273.00 353.00 330.00 285.00 250.00 325.00 321.00 337.00 360.00 300.00 333.00 344.00 262.00 420.00 368.00 460.00 464.00 456.00 367.00 406.00 360.00 350.00 350.00 365.00 390.00 328.00 328.00 350.00 350.00 360.00 365.00 360.00 353.00 344.00 337.00 333.00 PRESSUR] 99.64 106.99 72.27 82.11 101.57 116.73 84.23 85.94 78.99 69.10 95.06 80.75 76.18 111.52 116.38 138.07 98.11 96.36 99.72 138.18 120.70 140.63 145.49 145.49 138.98 128.07 155.94 155.94 145.49 145.49 140.63 138.98 69.10 72.27 76.18 78.99 80.75 THE NET SYSTEM DEMAND = 774.00 SUMMARY OF INFLOWS (+) AND OUTFLOWS (-) FROM PIPE NUMBER 321 FLOWRATE 774.00 FIXED GRADE NODES THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES 774.00 D-15 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 D-16