HomeMy WebLinkAbout08 - Design Report - West Winds Ph 4 - Water lee
Water Distribution Investigation.
For
West Winds Planned Community
Phase 4
Prepared By:
HKM Engineering Inc.
920 Technology Blvd. Suite A
Bozeman, MT 59718
E N G I N E E R I N G
June 2008
04S067.125
•f�
r J U N io, 4 2008 �
Water Distribution Investigation
For
West Winds Planned Community
Phase 4 Subdivision
Prepared For:
Cascade Development
1627 W. Main St. Suite#223
Bozeman, MT 59715
Prepared By:
HKM Engineering Inc.
920 Technology Blvd, Suite A
Bozeman, MT 59718
ZACHARY
WI ,[AM WE '
ti. . 12. 41t'ir f
' 111
�0 •. p • � �
&/ON AL` ��`\`•
nit
December 2007
Revised June 4, 2008
045067.125
1
West Winds Phase 4—Water Distribution Investigation Revised June 4, 2008
Table of Contents
Purpose............................................................................................................................................ 1
ProjectOverview ............................................................................................................................ 1
Preliminary Conditions Summary................................................................................................... 1
Basisof Calculations....................................................................................................................... 2
HydraulicAnalysis.......................................................................................................................... 3
Water Distribution System.............................................................................................................. 4
City of Bozeman and MDEQ Policy Compliance.......................................................................... 6
Conclusion...................................................................................................................................... 7
Table 1 —Water Mains Installed During Construction of West Winds Phases 1-4........................ 2
Table 2 - West Winds Phase 4 Water Demands............................................................................. 3
Table 3 —Phase 4 Pipes 200 Water-modeling Summary................................................................ 6
Figure 1 -Phase 4 Location Map and Phase 4 Water Lines........................................................... 5
Page ii
ENGINE E PING
West Winds Phase 4—Water Distribution Investigation Revised June 4, 2008
Purpose
This engineer's report is intended to address the water distribution system for the Phase 4
Subdivision of the West Winds Planned Community. This report will determine the maximum
demand within the subdivision and the impact that it will have on the overall water distribution
system in Bozeman. This report was prepared in accordance with the design criteria set forth in
the City of Bozeman's Design Standards and Specifications Policy and the Montana Department
of Environmental Quality Circular 1. `)
00 0- 4 1Ao',�1 .r1
Project Overview "I-
Al e0 -e
West Winds Phase 4 comprises just over(l8�ozeman
cres in the PUD's southwest quadrant. The West
Winds PUD was approved by the City of g on September 9, 2005; it is a 960-unit mixed-
use, residential development located in the northwest t/4 of Section 2, Township 2 South, Range 5
East,bordered by Oak Street on the south,North 27th Avenue on the east, Baxter Lane on the
north, and Davis Lane on the west. The Owner/Developer of the Project is Cascade
Development, Inc., 1627 W. Main Street, Suite#223, Bozeman, MT 59715.
Preliminary Conditions Summary
The pre-development condition of the West Winds PUD is agricultural with no residential
structures on site. Current water mains and stubs adjacent to the West Winds PUD include a 10"
diameter ductile iron pipe (D.I.P.)that runs north-south along the alignment of North 27th
Avenue, a 12"diameter D.I.P. that runs north-south along the alignment of Davis Lane, a 10"
diameter D.I.P. that runs east-west along Oak Street from North 19th Avenue to Hunters Way, a
12"D.I.P. that runs east-west along Oak Street from Hunters Way to Davis Lane, and a 12"
D.I.P. that runs east-west along Baxter Lane from North 27th Avenue to the western boundary of
Baxter Square subdivision.
Infrastructure for Phases 1-3, and portions of 4 of the West Winds PUD have been completed
and include 8"� water mains as listed in Table 1.
Page 1 of 7
ENGINEERING
West Winds Phase 4—Water Distribution Investigation Revised June 4, 2008
Table 1—Water Mains Installed During Construction of West Winds Phases 1-4
Water Mains Installed During Construction of West Winds Phases 1 -4
Main
Street Name Size Length
Segment From To in ft
Bozeman Village Hunters Way Windward Ave. 8 785.6
Breeze Lane N. 27th Ave Buckrake Ave. 8 857.4
Breeze Lane Buckrake Ave. Windward Ave. 8 1 947.44
Brisk Crt. Turbulence Lane Trade Wind Lane 8 482.5
Buckrake Ave. Oak St. Baxter St. 8 2,772.6
Cobblestone Place N. 27th Ave Cobblestone Crt. 8 280.5
Gale Crt. Buckrake Ave. Tschache Lane 8 1,083.7
Garden Crt. Cobblestone Crt. Tschache Lane 8 1,152.9
Hedgerow Crt. Buckrake Ave. Leeward Crt. 8 470.0
Hunters Way Oak St. Breeze Lane 8 850.0
Leeward Crt. Turbulence Lane Hedgerow Crt. 8 680.0
Santa Anna Crt. Trade Wind Lane Tschache Lane 8 617.5
Tempest Crt. Buckrake Ave. Tschache Lane 8 1,224.9
Tempest Crt. Buckrake Ave. Cobblestone Place 8 334.7
Trade Wind Lane N. 27th Ave Santa Anna Crt. 8 992.5
Tschache Lane N. 27th Ave Buckrake Ave. 8 802.2
Turbulence Lane N. 27th Ave Buckrake Ave. 8 615.0
Windward Ave I Oak St. I Breeze Lane 8 729.5
Basis of Calculations
The calculations and recommendations within this report are based on the regulations set forth in
the City of Bozeman Design Standards and Specifications Policy and the Montana Department
of Environmental Quality Circular 1. Calculations are provijed in the appendix of this report.
Phase 4
r�
<YE The Phase 4 Subdivision of the West Winds Planned Community consists of two larger, multi-
family lots that will be totaling approximately 18.62 acres, andl5 single-family lots (see Figure
1); this is reflected in the West Winds Phase 4 preliminary plat submitted to the City of 1 oze,,&
Planning Department on May 28, 2008. It is estimated that Phase 4 will contain 124 4welhngs
for a total estimated average day demand of 25.74:�gpm. 26.0 gpm of new demands were added
to the Phase 4 nodes. Development within West Winds Phase 4 will consist of five single-family
lots,lorty-eight units in an independent-living retirement community called The Villas at West
Winds, and�a senior assisted-living facility, referred to as the Bozeman Village Phase 2,
containing nnieteen memory-care units;twenty-seven assisted-living studios, three assisted-
living studios,thirteen transitional-living studios and three duplex independent-living cottages as
summarized in Table 2. Assumed persons units is also summarized in Table 2, as the City's 2.11
persons/units does not apply for the specific units that will be constructed. For instance the
Page 2 of 7
ENGIN!l RtN�
West Winds Phase 4—Water Distribution Investigation Revised June 4, 2008
memory care and studio apartments only contain one person and do not require the 2.11
multiplier. Additional usage was added to the studio units to account for the employees and the
staff of the development.
Table 2-West Winds Phase 4 Water Demands
unit ,S total
count persons/unit , ballons/person/day gal/day
The Villas at West Winds / �S
Phase 4 Villas 48 2.11 170 17,217.60
Phase 5 Villas 0 2.11 170 0.00
Subtotals 48 ot� 17,217.60
Bozeman Village Phase 2 eve-12 mod"
Memory Care 19 °C' I'l"a" 1 of 170 3,230.00
Assisted Living units 27 3o 2.11 170 9,684.90
Assisted Living studios 3 1.1 °� 170 561.00
Transitional Living
studios 13 0 l3 1.1 a 170 2,431.00
Cottages 6 _ G 2.11 170 2,152.20
Subtotals 680K zl 18,059.10 0�
Phase 4 Single Family Lots 5 2.11 170 1,793.50
Total Units 121 Total 37,070.20�Kgpd
25.74 gpm
Table 3 summarizes the water modeling results of the Phase 4 Subdivision from the Pipes2000*
program. Input data into the model was based on 2.11 people per dwelling unit, a daily demand
of 170/pd-per person, and peaking factors of 2.3 for Maximum Day and 3.0 for.Maximum Hour
unless previously stated; this resulted in a total average day demand o f 22.9 gpm, a total
maximum day demand of 59.8�gpm, and a total peak hour demand of 78.0 gpm. The
aforementioned demands only include new demands are specific demands that will coincide with
all currently-submitted preliminary site plan applications that occupy the entire boundary of the
West Wind Phase 4 boundaries. These demands are also exclusive of fire flows, which are
typically between 1500 and_20000gpm for this type of residential setting. See Figure 2 for
modeled pipe and junction layout.
Fire flow was modeled during a maximum day scenario and at the end of an un-looped water
main (node=ww4-HYD 1), 500 feet long.
11vdratilic Analysis
The University of Kentucky Network Modeling Program, Pipes2000 was used to forecast
domestic and fire protection demands for the Phase 4 Subdivision. Results from the water
modeling program are included within the appendix of this report.
Page 3 of 7
ENGINEERING
West Winds Phase 4-Water Distribution Investigation Revised June 4, 2008
This modeling was calculated by assigning junction nodes within the subdivision with demands
for average day, and running maximum day(with fire flow) and maximum-hour analysis. The
peaking factors for these cases were 1, 2.3 and 3.0,respectively.
Water Distribution Svstem
10,_
Approximately 1,980 LF of additional 8"diameter D.I.P. Class 51 water main will be installed in ��
the Phase 4 Subdivision of the West Winds Planned Community within the Winter Park Street,
Hunters Way, Windward Ave, andVestwind W ghts-of-way as shown in Figure 1. The new
mains will connect to two existing mains in the City's water system installed as a part of the
West Winds Phase 3 improvements located where Breeze Lane intersects both Windward Ave
and Hunters Way.
All proposed water mains have been designed to provide the required ten feet of horizontal and
eighteen inches of vertical separation from the proposed sanitary and storm sewer mains. The
proposed water distribution system and sanitary sewer system have been designed according to
the recommendations set forth in the City of Bozeman Water Facility Plan (2005) and the
Wastewater Facility Plan (2007).
Through correspondence with City of Bozeman personnel (email and telephone record from
Dean Elliott, former WTP Superintendent, is included in the appendix of this report), it was
determined that the City of Bozeman water supply has an approximate existing capacity of 16
MGD-including Lyman Creek Reservoir. On July 21, 2005, the peak day was 11.95 MGD,
leaving approximately 4.05 MGD reserve capacity in the city water system. Subtracting the peak
day demand from the West Winds Phase 4 (detailed in the "Water Distribution Investigation for
West Winds Planned-Co-mmunity Phase 4"report submitted to the City Engineering Office in
February 2008) left 5331kI6D reserve capacity. At a peak day demand of 57.25 gpm
(discussed in detail below) West Winds Phase 4 will use 0.082 MGD, leaving approximately
3.451 MGD pf reserve capacity. °
&n�
J, _v '(' I
p � Or
Page 4 of 7
F N G I N E E i l N�
West Winds Phase 4 —Water Distribution Investigation Revised June 4, 2008
Table 3—Phase 4 Pipes 200 Water-modeling Summary
West Winds Planned Community- Phase 4
Pipes2000 Water-modeling Summary
Average Day V-
Total Phase 4 Average Day Demand 26.0 gpm
Maximum Pressure within Phase 4 92.95 psi @ Node ww/j6
Minimum Pressure within Phase 4 87.75 @ Node ww4 j 1
Net System Demand °` 3,636.34 gpm (5.236 MGD)
Peak Day with Fire Flow
Total Phase 4 Demand °59.8 gpm
Fire Flow 2,387.3 gpm @ 84.1 psi
Maximum Pressure within Phase 4 87.98 psi @ Node ww4 j6
Minimum Pressure within Phase 4 82.79 psi @ Node ww4-j 1
Net System Demand OL8,363.58 gpm (12.044 MGD)
Peak Hour
bv—
Total Phase 4 Demand 78.0 gpm
Maximum Pressure within Phase 4 85.16 psi @ Node ww4 yYtO
Minimum Pressure within Phase 4 7gg1 &I-4-1-psi @ Node ww4 jXi
1
Net System Demand N/A
As previously discussed, the City of Bozeman water supply has an existing capacity of 16 MGD.
The peak day demand shows a total system-wide demand of 12.044 MGD, leaving 3.956 MGD
in reserve water supply.
0Y_ OK/
Provisions have been made to include future phases of the West Winds Planned Community by
stubbing and capping the water lines at the locations shown on the plan sheets included with this
report in Appendix C.
City of Bozeman and MDF,Q Policy Compliance
The water distribution system, for the Phase 4 Subdivision, will be designed in full compliance
with the City of Bozeman Design Standards and Specifications Policy and the Montana
Department of Environmental Quality Circular 1.
The working residual pressure was not less than 20 psi at any junction node—except for nine
junctions in the areas immediately adjacent to the water treatment plant and the Sourdough and
Page 6 of 7
"G' E 1 01-G
West Winds Phase 4—Water Distribution Investigation Revised June 4, 2008
Hilltop water storage tanks. Also, the velocity of the water in the distribution did not exceed 15
fps through any of the main lines, with the exception of two small-diameter pressure reducing
valve (PRV) bypass lines at the PRV near the southeast corner of the West Winds development.
Conclusion
This report establishes that the existing City of Bozeman water system has adequate pressure,
flow and capacity to serve the proposed West Winds Phase 4 Subdivision. The proposed water
system within Phase 4 Subdivision will also provide adequate domestic and fire flow water in
compliance with MDEQ and City of Bozeman Standards.
Page 7 of 7
CORRESPONDENCE
1
Mem-. o a .4 0 rva I N a ,- imam"*
jTo: File
I From: Kevin Johnson
1 ,
CC: Clint Litle
Date: 9/27/2005
jRe. City of Bozeman Peak Day water system
I I telephoned Dean Elliot this afternoon to confum peals water systen flows for the City of
1 Bozeman. Dean stated that a peak flow of 11.955 MGD occurred on July 21, 2005. Peak
flows within the water system only exceeded 10 MGD on 5 days during the summer of 2005.
Clint Line,P.E.
HKM Engineering
601 Nikles Drive, Suite 2
Bozeman,MT 59715
406.586.8834
406.586.1730(fax)
cline 'kmine.coin
Www.hkminc.conl
Johnson, Kevin
From: Dean Elliott DELLIOTT B
Sent:( Thursday, February 05, 20044 10 54 AM ANNETJ Johnson, Kevin
Subject: RE: West Winds Subdivision
peak demand
all in mid-summer: 2003 = 11,181, 000 gpd; 2002 = 10,101,000
gpd; 2001 = 9, 780,000 gpd; 2000 = 10,607,000 gpd; 1999 11,862,000 gpd;
1998 = 10,460,000 gpd
I
Capacity with Lyman Creek WTP = 16 MQD
Dean Elliott
Dean Elliott, WTp Superintendent
delliott@bOzeman.net
----Original Message-----
I From: Johnson, ''gevin.
Sent: Thursda (mail to:KJohnson®hkminc.com]
Y, - Februarys 05, 2004 10:29 AM
To:: Dean Elliott , " •
Cc: Simek, Dax; Lowe, .Zach; Litle, Clint
Subject: West Winds Subdivision
Dean,
As part of the subdivision application for the above-
We r eferenced project
need to do an evaluation of the impact
need to to the water system: What we
� -
know is the peak day demands (MGD) Bozeman has experiended over the last
couple of years.
We o0 also need tQ know.
5 the treatment capacity of the plant (+Lyman at +/=
gpm) so we can estimate the system. impact on the reserved capacity of the
If you have a summary of the monthly peak demands over that last few
years
It might. be :useful.. dgai�mentat,�ton
could b include ;iw the:a�pp1•1cAion..- You .
actually just pick the
Rave peak months Over the last- few years and. we would
Nhat we need.
"ihanks for the help and-give me a call if you have any questions.
ivin R. Johnson, P.R.
W Engineering Inc.
:)Zeman, MT
F 'i Nikles-Drive; Ste. #2
1 )6) 586-8834
106) 586-1730 FAX
r
' 1
WATER MODELING RESULTS
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ZI=ZQMM t _t 3
Avdj. DAY
* * * * * * * * * * IY P I P E 4
* I op 7
* University of Kentucky Network Modeling Software
* *
* Copyrighted by KYPIPE LLC
* Version 2 - 01/31/2005
* *
* * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Date & Time: Tue Jun 03 16:26:43 2008
INPUT DATA FILENAME -------------- H: \04\S067125\WATER -1\wwPh4 6-.DT2
TABULATED OUTPUT FILENAME -------- H: \04\S067125\WATER_-1\wwPh4 6-.OT2
POSTPROCESSOR RESULTS FILENAME --- H: \04\SO67125\WATER--l\wwPh4-6-.RS2
!U N I T S S P E C I F I E D
FLOWRATE . . . . . . . . . . . . = gallons/minute
HEAD (HGL) . . . . . . . . . . = feet
PRESSURE . . . . . . . . . . . . = psig
O U T P U T O P T I O N D A T A
iOUTPUT SELECTION: THE FOLLOWING RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
ALL CLOSED PIPES ARE NOTED
ALL PIPES WITH PUMPS
FOLLOWING PIPES
9102
9104
11306
WW-100
wwl-44
WW1-45
WW1-46
WW-201
WW-202
WW-203
WW-204
WW-205
WW-206
WW-207
WW-208
WW-209
WW-210
WW-211
WW-212
WW-213
WW-214
WW-215
WW-26
WW-27
WW27-0
WW27-1
WW27-2
WW27-3
WW27-4
WW-28
WW-29
WW3-1
WW3-2
WW3-3
WW3-4
WW35 Avil•014�
WW3-5 7-OF
WW-36
WW3-6
WW-37
WW-38
WW-39
WW-40
WW-41
WW4-1
WW4-2
WW-43
ww4-3
ww4-4
WW-45
ww4-5
ww4-6
WW4-7
WW4-8
WW-99
WWB-1
WWB-2
WW-D1
WW-D2
WW-D3
WW-D4
WW-01
WW-02
WW-03
WW-04
FOLLOWING JUNCTION NODES
9210
11101
wwl-jl
ww3-jl
ww3-j2
ww3-j3
ww4-jl
ww4-j2
ww4-j3
ww4-j4
ww4-j5
ww4-j6
ww4-j7
wwj_27-0
wwj_27-1
wwj_27-2
wwj_27-3
wwj_B-1
wwj_b-2
wwj_b-3
wwj d-1
wwj_d-2
wwj d-3
wwj_o-1
wwj_-02
wwj o-3
wwj_o-4
wwj-201
wwj-202
wwj-203
wwj-204
wwj-205
wwj-206
wwj-207
wwj-208
wwj-209
WWJ-22
WWJ-22A
WWJ-23
WWJ-24
WWJ-25 t1VE1 bAtY
WWJ-27
WWJ-28 3 OF 7
WWJ-29
WWJ-30
MAXIMUM AND MINIMUM PRESSURES = 20
MAXIMUM AND MINIMUM VELOCITIES = 20
S Y S T E M C O N F I G U R A T I O N
NUMBEROF PIPES . . . . . . . . . . . . . . . . . . . (p) = 875
NUMBER OF END NODES . . . . . . . . . . . . . . . (j) = 591
NUMBER OF PRIMARY LOOPS . . . . . . . . . . . (1) = 281
NUMBER OF SUPPLY NODES . . . . . . . . . . . . (f) = 4
NUMBER OF SUPPLY ZONES . . . . . . . . . . . . (z) = 1
>ase: 0
RESULTS OBTAINED AFTER 36 TRIALS: ACCURACY = 0.00003
I
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
CyberNet Version 2. 18. Copyright 1991, 92 Haestad
Methods Inc.
Run Description: Phase 4 Average Day
(1.0 factor)
wwph4_6-08.p2k
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N A M E #1 #2 LOSS LOSS VELO. 1000 1000
(gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft)
9102 9101 wwj_B-1 -121.71 0. 15 0.00 0.35 0.05 0.05
9104 wwj`B-1 9004 102.29 0. 10 0.00 0.29 0.04 0.04
11306 11302 wwj_o-4 -31. 00 0. 01 0. 00 0.09 0.00 0.00
WW-100 J-8 9210 584 .34 2.03 0.00 2.39 2.28 2.28
wwl-44 WWJ-25 wwl-jl 69. 84 0.07 0.00 0.45 0. 13 0. 13
WW1-45 wwl-jl WWJ-30 75.23 0.07 0.00 0. 48 0. 15 0.15
WW1-46 wwl-jl wwj 27-0 -7.39 0.00 0.00 0. 05 0.00 0.00
WW-201 WWJ-22 wwj-201 92.31 0.06 0. 00 0.59 0.22 0.22
WW-202 wwj-201 wwj-202 86.51 0. 10 0.00 0. 55 0.20 0.20
WW-203 wwj-202 wwj-203 80.71 0.04 0. 00 0.52 0.17 0.17
WW-204 wwj-204 wwj-203 -42.33 0.01 0.00 0.27 0.05 0.05
WW-205 wwj-205 wwj-204 -64 .24 0.03 0. 00 0. 41 0.11 0.11
WW-206 wwj_27-3 wwj-205 -74 . 59 0.03 0.00 0.48 0. 15 0.15
WW-207 wwj-206 wwj-205 42. 99 0.02 0.00 0.27 0.05 0.05
WW-208 wwj-207 wwj-206 48.79 0.02 0. 00 0. 31 0.07 0.07
WW-209 wwj-208 wwj-207 82.29 0.04 0.00 0. 53 0.18 0.18
WW-210 WWJ-22 wwj-208 149. 17 0. 16 0. 00 0. 95 0.54 0.54
WW-211 wwj-203 wwj-208 -61.08 0.04 0. 00 0. 39 0. 10 0.10
WW-212 wwj-207 wwj-204 27.71 0.01 0. 00 0. 18 0.02 0.02
WW-213 wwj-203 wwj-209 93. 65 0.06 0.00 0. 60 0.23 0.23
WW-214 wwj_b-2 wwj-209 -114 . 68 0.07 0. 00 0. 73 0.33 0.33
WW-215 wwj-205 wwj-209 26.83 0.02 0. 00 0. 17 0.02 0.02
WW-26 wwj_o-1 WWJ-25 212.23 0.11 0.00 0. 87 0.35 0.35
WW-27 WWJ-25 WWJ-24 139. 69 0.08 0. 00 0. 89 0.48 0.48
WW27-0 9210 wwj_27-0 137.32 0. 91 0.00 0.56 0. 16 0.16
WW27-1 wwj_27-0 wwj_27-1 129. 94 0.06 0.00 0. 53 0. 14 0.14
WW27-2 wwj_27-1 wwj 27-2 102.24 0.04 0. 00 0. 42 0.09 0.09
WW27-3 wwj_27-2 wwj 27-3 77.53 0.43 0. 00 0.32 0.05 0.05
WW27-4 wwj_27-3 wwj_B-1 152. 12 0.08 0.00 0. 62 0. 19 0.19
WW-28 WWJ-24 WWJ-23 69.84 0.08 0.00 0. 45 0.13 0.13
WW-29 WWJ-22 WWT-22A -103. 19 0. 03 0.00 0. 66 0.27 0. 27 AWL DAY
WW3-1 ww3-j2 �-j2 -7. 60 0.00 0. 0. 05 0.00 0. 00 �0�, -1
WW3-2 WWJ-23 ww3-j2 -14 . 15 0. 00 0.l, 0.09 0. 01 0. 01
WW3-3 ww3-j2 ww3-j3 -27. 61 0. 01 0. 00 0. 18 0.02 0. 02
WW3-4 ww3-j3 wwj_-02 -51. 45 0.03 0.00 0.33 0. 08 0. 08
WW35 WWJ-28 WWJ-22 142. 38 0. 11 0. 00 0. 91 0. 49 0. 49
WW3-5 ww3-jl ww3-j3 -16.04 0.00 0.00 0. 10 0. 01 0. 01
WW-36 WWJ-29 WWJ-28 74 . 11 0. 04 0. 00 0. 47 0. 15 0. 15
WW3-6 ww4-jl ww3-jl -8.24 0.00 0. 00 0.05 0.00 0. 00
WW-37 wwj_27-2 WWJ-29 20. 61 0. 00 0.00 0. 13 0.01 0. 01
WW-38 WWJ-28 WWJ-27 -72. 37 0.07 0.00 0. 46 0. 14 0. 14
WW-39 WWJ-29 WWJ-30 -57 . 60 0. 04 0. 00 0.37 0.09 0. 09
WW-40 WWJ-23 WWJ-27 -27. 40 0.01 0.00 0. 17 0.02 0. 02
WW-41 WWJ-27 WWJ-30 -38. 12 0. 01 0. 00 0.24 0.04 0. 04
WW4-1 wwj_o-3 ww4-jl 18. 90 0.00 0.00 0. 12 0.01 0. 01
WW4-2 ww4-jl ww4-j2 23. 44 0.01 0.00 0. 15 0.02 0. 02
WW-43 WWJ-30 wwj 27-1 -23. 60 0.01 0.00 0. 15 0.02 0. 02
ww4-3 ww4-j2 ww4-j3 8.43 0.00 0. 00 0.05 0.00 0.00
ww4-4 ww4-j3 ww4-j5 3.70 0.00 0.00 0.02 0.00 0. 00
WW-45 WWJ-24 WWJ-27 65.74 0.07 0.00 0. 42 0. 12 0. 12
WW4-5 ww4-j2 ww4-j4 3.70 0.00 0.00 0.02 0.00 0.00
ww4-6 ww4-j3 ww4-j6 1.03 0.00 0.00 0.01 0.00 0. 00
WW4-7 ww4-j6 ww4-j7 -2. 67 0.00 0.00 0.02 0.00 0. 00
WW4-8 ww4-j7 ww3-j2 -6. 47 0. 00 0.00 0.04 0.00 0.00
WW-99 WWJ-22A WWJ-23 -107.29 0. 14 0.00 0. 68 0.29 0.29
WWB-1 wwj_b-2 wwj_B-1 102.88 0.02 0.00 0.29 0.04 0.04
WWB-2 wwj_b-3 wwj_b-2 -5.80 0.00 0.00 0.02 0.00 0. 00
WW-Dl wwj_o-4 wwj_d-1 51.00 0.01 0. 00 0. 14 0.01 0.01
WW-D2 wwj_d-1 wwj_d-2 51.00 0.01 0.00 0. 14 0.01 0.01
WW-D3 wwj_d-2 wwj_d-3 51.00 0.01 0. 00 0. 14 0.01 0.01
WW-D4 wwj_d-3 11101 51.00 0. 01 0.00 0. 14 0.01 0. 01
WW-01 9210 wwj o-1 442. 92 0.74 0.00 1.81 1.36 1.36
WW-02 wwj_o-1 wwj=02 226.59 0.22 0.00 0. 93 0.39 0.39
WW-03 wwj_02 wwj_o-3 119.02 0.03 0.00 0.34 0.05 0.05
WW-04 wwj_o-3 wwj_o-4 87 .00 0.02 0.00 0.25 0.03 0.03
FOLLOWING ADDITIONAL PIPES ARE CLOSED :
5220 5803 5902 7126 9206
10307 10320 11307 13503 P-10
P U M P/L O S S E L E M E N T R E S U L T S
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL #PUMPS #PUMPS
2SH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST PARALLEL SERIES
Avail.
(gpm) (ft) (ft) (ft) M (Hp) ($) ($)
_t)
------------------------------------------------------------------------------------------------
FOLLOWING ADDITIONAL PIPES ARE CLOSED
'OLLOWING ADDITIONAL PIPES ARE CLOSED
N D N O D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE Av, ,. DAY
' (gpm) -------- (ft)- (ft) (ft) (Psi) 5 ,w y
------------------------------------- ------------ -------------- I
9210 4 . 10 4928 .49 4731.50 196. 99 85. 36
11101 31.00 4927. 46 4680. 00 247. 46 107.23
WWI-jl 2. 00 4927 .58 4725.00 202. 58 87.78
ww3-jl 7. 80 4927. 50 4727 .50 200. 00 86. 67
ww3-j2 14. 60 4927.50 4719. 13 208 . 37 90.29
ww3-j3 7.80 4927.51 4721. 71 205. 80 9.18
ww4-jl 3. 4927.50 4725.00 202.50 87.75 -'
ww4-j2 3.70 4927.50 4721.80 205.70 89. 14
ww4-j3 3. 70 4927. 50 4716.00 211. 50 91.65
ww4-j4 3. 70 E ZAI•C)4927.50 4719.00 208 .50 90.35
ww4-j5 3.70 61PM4927.50 4715. 00 212.50 92.08
ww4-j6 3. 70 4927. 50 4713.00 214 . 50 92.95 4*
ww4-j7 3. 80 4927 .50 4714 .00 213. 50 L.92.52
wwj_27-0 0.00 4927. 58 4726.00 201.58 87.35
wwj_27-1 4 . 10 4927. 52 4723.50 204 . 02 88.41
wwj_27-2 4 . 10 4927. 47 4718.50 208 . 97 90. 55
wwj 27-3 0. 00 4927. 05 4705.00 222.05 96.22
wwj_B-1 31.00 4926. 96 4701.00 225. 96 97. 92
wwj_b-2 6.00 4926. 99 4701.00 225. 99 97. 93
wwj_b-3 5. 80 w 4926. 99 4701.00 225. 99 97. 93
wwj_d-1 0.00 4927.48 4726.50 200. 98 87.09
wwj d-2 0. 00 4927. 47 4720.50 206. 97 89. 69
wwj d-3 0. 00 4927.46 4713.50 213. 96 92.72
wwj_0-1 4 . 10 4927.75 4731. 50 196.25 85.04
wwj_-02 6. 12 n 4927. 54 4731.50 196.04 84 . 95
wwj_o-3 13. 12 sr- 4927.51 4731. 00 196. 51 85. 15
wwj_o-4 5. 00 4927. 48 4730.00 197 . 48 85.58
wwj-201 5.80 4927.26 4707. 50 219. 76 95.23
wwj-202 5.80 4927 . 16 4701. 00 226. 16 98 .00
wwj-203 5.80 4927. 12 4703.50 223.62 96. 90
wwj-204 5. 80 .1 4927. 10 4703. 00 224 . 10 97. 11
wwj-205 5.80 4927. 08 4703.50 223.58 96.88
wwj-206 5. 80 �b 4927. 10 4708. 70 218.40 94 . 64
wwj-207 5.80 4927. 11 4707 . 00 220. 11 95. 38
wwj-208 5.80 4927. 16 4707. 00 220. 16 95. 40
wwj-209 5. 80 4927.06 4701. 40 225. 66 97.79
WWJ-22 4 . 10 4927. 32 4708. 00 219.32 95.04
WWJ-22A 4 . 10 4927.35 4717. 00 210. 35 91. 15
WWJ-23 4 . 10 4927.49 4718.50 208. 99 90.56
WWJ-24 4 . 10 4927. 57 4723.50 204 .07 88.43
WWJ-25 2.70 4927. 65 4728. 50 199. 15 86. 30
WWJ-27 4 .10 4927. 50 4719.50 208.00 90. 13
WWJ-28 4 . 10 4927 .43 4717.50 209. 93 90. 97
WWJ-29 4 . 10 4927. 47 4714 .50 212 . 97 92.29
WWJ-30 3. 10 4927. 51 4721. 50 206.01 89.27
* Mir1. N$ PR%0M
I A X I M U M A N D M I N I M U M V A L U E S
yak b(1tX l'►�•''�' S6u�
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
(psi) (psi)
--------------------- ---------------------
8202 159. 06 T2-SD 4 .33 -+- 501tIL7O14,6H TA -
O-RV-H1-s 159. 06 T4-HT 5.20 1W 14IL--Top TMK
O-RV-H4-s 159.06 5703 7. 42
O-RV-H8-s 159. 06 5705 7 . 83 3 4L05E5T tWas To Aaz-'oP TAo--
I-RV-Hl-n 159. 06 5750 12. 17
I-RV-H4-n 159. 06 41202 15. 60
I-RV-8207 158. 19 41112 19. 77
93 t4o�s 15F-TW�E l�ATM�T P"r
8207 158. 19 41112 19. 93 �
6203 154 . 90 O-RV-2 19. 93 �GbN6IF{ ,(k-
5209 154 . 86 41101 21. 62
5210 154 . 86 5701 22 .57
5214 154 . 86 5707 24 .77
5215 154 .86 71101 28. 45 Av6j. 0Ay
O-Pu-1 154 . 86 ' 5709 28. 67
O-RV-PU1 154 .86 71001 32.27 7
O-RV-PU6 154 .86 5702 32.77
O-Pu-2 154 .86 5718 33. 35
O-Pu-3 154 .86 5719 34 . 64
I-RV-PU1 154 . 86 71002 35.35
I-RV-PU6 154 .86 5720 35. 41
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
NUMBER VELOCITY NUMBER VELOCITY
(ft/s) (ft/s)
P-20 31. 63 bus) Pry 5113 0. 00
P-22 31. 63� 5506 0. 00
P-15 13.02 PIPA55 11441 0.00
P-21 13.02 W N P 10403 0. 00
41101 3.76 7003 0.00
41102 3.76 5505 0. 00
5804 3.55 9003 0.00
5901 2. 97 ww4-6 0.01
5716 2.68 7108 0.01
5715 2.55 12501 0.01
5722 2.43 7207 0.01
7708 2.41 11527 0.01
P-6 2.40 10515 0.01
WW-100 2.39 11515 0.01
7805 2.28 7310 0.01
5723 2.26 6002 0.01
5705 2.19 10315 0.01
5728 2. 19 11302 0. 01
5721 2.19 6001 0.01
7713 2.17 41201 0. 01
R E G U L A T I N G V A L V E R E P O R T
VALVE VALVE VALVE VALVE UPSTREAM DOWNSTREAM THROUGH
LABEL TYPE SETTING STATUS PRESSURE PRESSURE FLOW
(psi or gpm) (psi) (psi) (gpm)
-------------------------------------------------------------------------------
RV-2 PRV-1 15. 60 CLOSED 61.53 19. 93 0. 00
RV-5 PRV-1 62.30 ACTIVATED 143. 03 62. 30 25.00
RV-CW PRV-1 51.00 CLOSED 131.86 51.07 0.00
RV-D2 PRV-1 64 .20 CLOSED 139. 96 73.35 0. 00
RV-D8 PRV-1 59.20 CLOSED 139. 96 73.35 0.00
RV-G2 PRV-1 75.00 CLOSED 154. 15 81.50 0.00
RV-G6 PRV-1 70.00 CLOSED 154 . 15 81.50 0.00
RV-Hl-n PRV-1 84 . 40 CLOSED 159.06 129. 87 0. 00
RV-H1-s PRV-1 122.00 CLOSED 129.87 159.06 0.00
RV-H4-n PRV-1 79.40 CLOSED 159.06 129. 87 0. 00
RV-H4-s PRV-1 107. 00 CLOSED 129.87 159. 06 0.00
RV-H8-n PRV-1 74. 40 CLOSED 159.06 129. 87 0.00
RV-H8-s PRV-1 112.00 CLOSED 129. 87 159. 06 0.00
RV-HW2 PRV-1 63. 40 CLOSED 139.09 72.50 0.00
RV-HW3/4 PRV-1 68 . 40 CLOSED 139. 09 72.50 0.00
RV-HW6 PRV-1 58. 40 CLOSED 72.50 139. 09 0.00
RV-M4 PRV-1 75.00 ACTIVATED 147 . 66 75. 00 19.00
RV-M8 PRV-1 70.00 CLOSED 147. 67 75. 00 0.00
RV-01 PRV-1 81.80 CLOSED 151.59 85. 66 0.00
RV-04 PRV-1 76.80 CLOSED 151.59 85. 66 0. 00
RV-08 PRV-1 71. 80 CLOSED 151.59 85. 66 0.00
RV-Pl PRV-1 89.50 CLOSED 130.57 93. 33 0. 00
RV-P4 PRV-1 84 .50 CLOSED 130.57 93.33 0.00
RV-P8 PRV-1 79.50 CLOSED 130.57 93. 33 0.00
RV-PU1 PRV-1 95.00 WIDE OPEN 154 . 86 154 . 86 0. 00
RV-PU6 PRV-1 85. 00 WIDE OPEN 154 . 86 154 . 86 0.00
RV-SD2 PRV-1 65.20 CLOSED 140. 91 74 . 32 0. 00
RV-SD6 PRV-1 60.20 CLOSED 140. 91 74 . 32 0. 00
RV-WW1 PRV-1 89.00------ACTIVATED 139.76 89.00 77. 43 Awl. 0A
RV-WW4 PRV-1 84.01 kCTIVATED 144 .76 84 .00 1509. 91
RV-WW8 PRV-1 71. 80 CLOSED 144 . 96 83. 80 0.00 1 ��
1
�I
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME (gpm) TITLE
--------------------------------------------
T1-TP 30.00
T2-SD 5305.21
T3-LC 134.00
T4-HT -1832.87
NET SYSTEM INFLOW = 5469.21
NET SYSTEM OUTFLOW = -1832.87
NET SYSTEM DEMAND = 3636.34
***** HYDRAULIC ANALYSIS COMPLETED *****
MArx. vA'(
* * * * * * * * * * 1 Y P I P E 4 * * * * * * * * l W I PIM rww
* University of Kentucky Network Modeling Software * 10F 7
* Copyrighted by KYPIPE LLC
* Version 2 - 01/31/2005
* *
)Date & Time: Tue Jun 03 16:55:27 2008
INPUT DATA FILENAME -------------- H: \04\S067125\WATER -1\wwPh4 6-.DT2
.TABULATED OUTPUT FILENAME -------- H: \04\5067125\WATER_-l\wwPh4_6-.OT2
POSTPROCESSOR RESULTS FILENAME --- H: \04\SO67125\WATER--l\wwPh4-6-.RS2
U N I T S S P E C I F I E D
FLOWRATE . . . . . . . . . . . . = gallons/minute
HEAD (HGL) . . . . . . . . . . = feet
PRESSURE . . . . . . . . . . . . = psig
O U T P U T O P T I O N D A T A
(OUTPUT SELECTION: THE FOLLOWING RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
ALL CLOSED PIPES ARE NOTED
ALL PIPES WITH PUMPS
FOLLOWING PIPES
9102
9104
11306
WW-100
wwl-44
WW1-45
WW1-46
WW-201
WW-202
WW-203
WW-204
WW-205
WW-206
WW-207
WW-208
WW-209
WW-210
WW-211
WW-212
WW-213
WW-214
WW-215
WW-26
WW-27
WW27-0
WW27-1
WW27-2
WW27-3
WW27-4
WW-28
WW-29
WW3-1
WW3-2
ww3-3
ww3-4
WW35 MAX. DAY W'
WW3-5
WW-36
WW3-6
WW-37 2 7
WW-38
WW-39
WW-40
WW-41
WW4-1
WW4-2
WW-43
ww4-3
ww4-4
WW-45
WW4-5
ww4-6
WW4-7
WW4-8
WW-99
WWB-1
WWB-2
WW-D1
WW-D2
WW-D3
WW-D4
WW-01
WW-02
WW-03
WW-04
FOLLOWING JUNCTION NODES
9210
11101
wwl-jl
ww3-jl
ww3-j2
ww3-j3
ww4-jl
ww4-j2
ww4-j3
ww4-j4
ww4-j5
ww4-j6
ww4-j7
wwj_27-0
wwj_27-1
wwj_27-2
wwj_27-3
wwj_B-1
wwj_b-2
wwj_b-3
wwj_d-1
wwj_d-2
wwj_d-3
I wwj_o-1
wwj_-02
wwj_o-3
wwj_o-4
wwj-201
wwj-202
wwj-203
wwj-204
wwj-205
wwj-206
wwj-207
wwj-208
wwj-209
WWJ-22
WWJ-22A
WWJ-23
WWJ-24
WWJ-25 Km. t>AY W'
WWJ-27
WWJ-28
WWJ-29
WWJ-30
MAXIMUM AND MINIMUM PRESSURES = 20
MAXIMUM AND MINIMUM VELOCITIES = 20
1
i
S Y S T E M C O N F I G U R A T I O N
NUMBER OF PIPES . . . . . . . . . . . . . . . . . . . (p) = 875
NUMBER OF END NODES . . . . . . . . . . . . . . . (j) = 591
NUMBER OF PRIMARY LOOPS . . . . . . . . . . . (1) = 281
NUMBER OF SUPPLY NODES . . . . . . . . . . . . (f) = 4
NUMBER OF SUPPLY ZONES . . . . . . . . . . . . (z) = 1
RESULTS OBTAINED AFTER 28 TRIALS: ACCURACY = 0.00003
S I M U L A T I O N D E S C R I P T I O N (L A B E L)
�CyberNet Version 2. 18. Copyright 1991, 92 Haestad
Methods Inc.
Run Description: Phase 4 Maximum Day
(2.3 factor)
wwph9 6-08.p2k
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N A M E #1 #2 LOSS LOSS VELO. 1000 1000
(gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft)
-----------------------------------------------------------------------------------------
9102 9101 wwj_B-1 -237. 62 0.53 0.00 0. 67 0. 18 0. 18
9104 wwj_B-1 9004 214. 66 0.38 0.00 0. 61 0. 15 0. 15
11306 11302 wwj_o-4 -71.30 0.05 0. 00 0.20 0.02 0. 02
WW-100 J-8 9210 1269. 96 8.54 0. 00 5. 19 9. 59 9. 59
wwl-44 WWJ-25 wwl-jl 149.56 0.29 0.00 0. 95 0.54 0. 54
WW1-45 wwl-jl WWJ-30 162. 64 0.27 0. 00 1.04 0. 63 0. 63
WW1-46 wwl-jl wwj_27-0 -17. 68 0.00 0.00 0. 11 0.01 0. 01
WW-201 WWJ-22 wwj-201 194 .78 0.23 0.00 1.24 0.88 0. 88
WW-202 wwj-201 wwj-202 181. 44 0. 40 0. 00 1. 16 0.77 0.77
WW-203 wwj-202 wwj-203 168. 10 0. 17 0.00 1. 07 0. 67 0. 67
WW-204 wwj-204 wwj-203 -88.38 0.05 0. 00 0.56 0.20 0.20
WW-205 wwj-205 wwj-204 -132. 44 0.11 0.00 0. 85 0. 43 0. 43
WW-206 wwj_27-3 wwj-205 -151. 56 0.11 0. 00 0. 97 0.55 0. 55
WW-207 wwj-206 wwj-205 88. 18 0. 08 0.00 0. 56 0.20 0.20
WW-208 wwj-207 wwj-206 101.52 0.06 0. 00 0. 65 0.26 0.26
WW-209 wwj-208 wwj-207 172.25 0. 18 0.00 1. 10 0.70 0.70
WW-210 WWJ-22 wwj-208 313.22 0. 64 0. 00 2.00 2. 13 2. 13
WW-211 wwj-203 wwj-208 -127. 64 0. 16 0. 00 0. 81 0. 40 0.40
WW-212 wwj-207 wwj-204 57.39 0.04 0. 00 0.37 0.09 0.09
WW-213 wwj-203 wwj-209 194 .01 0.22 0. 00 1.24 0. 88 0. 88
WW-214 wwj_b-2 wwj-209 -236.38 0.28 0.00 1. 51 1.26 1.26
WW-215 wwj-205 wwj-209 55.71 0. 06 0. 00 0.36 0. 09 0.09
WW-26 wwj_o-1 WWJ-25 458.52 0. 44 0.00 1. 87 1.45 1.45
WW-27 WWJ-25 WWJ-24 302.75 0. 32 0. 00 1. 93 2.00 2.00
WW27-0 9210 wwj_27-0 297. 90 3. 82 0. 00 1.22 0. 65 0. 65
WW27-1 wwj_27-0 wwj_27-1 280.22 0.25 0. 00 1. 14 0.58 0.58
WW27-2 wwj_27-1 wwj_27-2 217.71 0. 18 0. 00 0.89 0.37 0.37
WW27-3 wwj_27-2 wwj_27-3 162.79 1. 69 0. 00 0. 66 0.21 0.21
WW27-4 wwj_27-3 wwj_B-1 314 .35 0.32 0. 00 1.28 0.72 0.72
WW-28 WWJ-24 WWJ-23 151.89 0.32 0. 00 0. 97 0. 56 0.56
WW-29 WWJ-22 WWJ-22A -216.11 0. 13 0. 00 1. 38 1. 07 1.07
WW3-1 ww3-j2 ww4-j2 -8.51 0. 00 0. 00 0.05 0.00 0.00
WW3-2 WWJ-23 ww3-j2 -17. 18 0. 00 0. 00 0. 11 0. 01 0 . 01 MAdC MAK.DA`(%PLOW
ww3-j2 7j3 -57 .22 0.04 0. r - 0.37 0.09 0 . 09
WW3-4 ww3-j3 wwj -02 -111. 43 0. 11 0. (, 0. 71 0. 31 0 . 31 p� 7
WW35 WWJ-28 WWJ-22 301.32 0. 45 0. 00 1. 92 1. 98 1 . 98
WW3-5 ww3-jl ww3-j3 -36.27 0. 02 0.00 0.23 0.04 0 . 04
WW-36 WWJ-29 WWJ-28 158 .28 0. 15 0. 00 1. 01 0. 60 0 . 60
ww3-6 ww4-jl ww3-jl -18.33 0. 00 0.00 0. 12 0.01 0. 01
WW-37 wwj_27-2 WWJ-29 45. 49 0. 02 0. 00 0.29 0.06 0 . 06
WW-38 WWJ-28 WWJ-27 -152. 47 0.27 0. 00 0. 97 0.56 0 . 56
WW-39 WWJ-29 WWJ-30 -122.22 0. 17 0. 00 0. 78 0.37 0 . 37
WW-40 WWJ-23 WWJ-27 -65. 90 0.03 0.00 0. 42 0. 1.2 0. 12
WW-41 WWJ-27 WWJ-30 -86.37 0.05 0. 00 0. 55 0.20 0. 20
WW4-1 wwj_o-3 ww4-jl 35.01 0. 01 0.00 0.22 0.04 0. 04
WW4-2 ww4-jl ww4-j2 44 .83 0. 02 0. 00 0.29 0.06 0. 06
WW-43 WWJ-30 wwj 27-1 -53.08 0.02 0.00 0. 34 0.08 0. 08
ww4-3 ww4-j2 ww4-j3 19.30 0. 00 0. 00 0. 12 0.01 0. 01
ww4-4 ww4-j3 ww4-j5 8.51 0. 00 0.00 0. 05 0.00 0. 00
WW-45 WWJ-24 WWJ-27 141.43 0.29 0. 00 0. 90 0. 49 0. 49
WW4-5 ww4-j2 ww4-j4 8.51 0. 00 0.00 0. 05 0.00 0. 00
ww4-6 ww4-j3 ww4-j6 2.28 0.00 0. 00 0. 01 0.00 0. 00
WW4-7 ww4-j6 ww4-j7 -6.23 0. 00 0.00 0.04 0.00 0. 00
WW4-8 ww4-j7 ww3-j2 -14 . 97 0.00 0. 00 0. 10 0.01 0. 01
WW-99 WWJ-22A WWJ-23 -225.54 0.56 0.00 1. 44 1. 16 1. 16
WWB-1 wwj_b-2 wwj_B-1 209.24 0.09 0. 00 0. 59 0. 14 0. 14
WWB-2 wwj_b-3 wwj_b-2 -13.34 0.00 0.00 0.04 0.00 0. 00
WW-D1 wwj_o-4 wwj_d-1 117.30 0.03 0.00 0. 33 0.05 0. 05
WW-D2 wwj_d-1 wwj_d-2 117.30 0.02 0.00 0. 33 0.05 0. 05
WW-D3 wwj_d-2 wwj_d-3 117.30 0.03 0. 00 0. 33 0.05 0. 05
WW-D4 wwj_d-3 11101 117.30 0. 04 0.00 0.33 0.05 0. 05
WW-01 9210 wwj_o-1 962. 63 3. 10 0. 00 3. 93 5.74 5. 74
WW-02 wwj_o-1 wwj_02 494 . 68 0. 92 0.00 2. 02 1. 67 1. 67
WW-03 wwj=02 wwj_o-3 265.29 0. 12 0.00 0. 75 0.22 0.22
WW-04 wwj_o-3 wwj_o-4 200. 10 0. 12 0.00 0. 57 0. 13 0. 13
FOLLOWING ADDITIONAL PIPES ARE CLOSED
5220 5803 5902 7126 9206
10307 10320 11307 13503 P-10
P U M P/L 0 S S E L E M E N T R E S U L T S
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL #PUMPS #PUMPS
NPSH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST PARALLEL SERIES
pail.
(gpm) (ft) (ft) (ft) M (Hp) ($) ($)
(ft)
-----------------------------------------------------------------------------------------------
FOLLOWING ADDITIONAL PIPES ARE CLOSED
FOLLOWING ADDITIONAL PIPES ARE CLOSED :
N D N 0 D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
(gpm) (ft) (ft) (ft) (psi)
9210 9. 43 4920.21 4731.50 188.71 81.78 MAX. PAY WJ
11101 71. 30 4915. 83 4680. 00 )35. 83 102. 19 �I
wwl-jl 4 . 60 4916.39 4725.00 -91.39 82. 94
ww3-jl 17. 94 4916.06 4727.50 188.56 81.71
ww3-j2 33.58 4916.04 4719. 13 196. 91 85.33
ww3-j3 17 . 94 4916.08 4721.71 194 .37 84 .23
ww4-jl 8.57. 4916.06 4725. 00 191.06 82.79
ww4-j2 8. 51 4916.04 4721 .80 194 .24 84 . 1'7
ww4-j3 8. 51 4916.04 4716. 00 200.04 86.68
ww4-j4 8 .51 �. '�4916.04 4719.00 197.04 85.38
ww4-j5 8 .51 dIrM4916. 03 4715. 00 201.03 87. 12
ww4-j6 8.51 4916.04 4713.00 203.04 87.98
ww4-j7 8.74 4916.04 4714 .00 202.04 87.55
wwj_27-0 0.00 ��4916.39 4726. 00 190.39 82.50
wwj^27-1 9. 43 a4916.14 4723.50 192. 64 83.48
wwj^27-2 9. 43 V\ �4915.96 4718. 50 197.46 85. 57
I wwj_27-3 0.00 � a4914 .28 4705. 00 209.28 90. 69
wwj_B-1 71.30 4913. 96 4701. 00 212. 96 92.28
wwj_b-2 13.80 1711,00 213.05 92.32
wwj_b-3 13. 34 !Ll1\0'4914 *05
4914.05 4701. 00 213.05 92.32
wwj_d-1 0. 00 4915.92 4726.50 189. 42 82.08
wwj_d-2 0.00 . 4915.90 4720. 50 195. 40 84 . 67
wwj_d-3 0.00 4915.87 4713.50 202.37 87. 69
wwj_0-1 9. 43 1L to 4 917. 11 4731.50 185. 61 80. 43
wwj_02 14 . 08 N 4916.19 4731. 50 184 . 69 80.03
ww3^o-3 30. 18 u�Y4916.07 4731.00 185.07 80.20
wwj_o-4 11.50 4915.96 4730. 00 185. 96 80. 58
wwj-201 13.34 J 4915. 12 4707.50 207. 62 89. 97
wwj-202 13.34 iQ 4914 .72 4701. 00 213. 72 92. 61
wwj-203 13. 34 0 Z4914.55 4703.50 211. 05 91 . 45
wwj-204 13.34 �='4914 .50 4703. 00 211. 50 91. 65
wwj-205 13.34 4914 .39 4703.50 210. 89 91.38
wwj-206 13.34 4914 .47 4708.70 205.77 89. 17
wwj-207 13.34 4914 .53 4707 . 00 207 . 53 89. 93
wwj-208 13.34 4914 .71 4707.00 207.71 90.01
wwj-209 13.34 4914 .33 4701. 40 212. 93 92.27
WWJ-22 9. 43 4915.35 4708. 00 207.35 89. 85
WWJ-22A 9.43 4915.47 4717. 00 198. 47 86. 00
WWJ-23 9. 43 4916.04 4718 .50 197. 54 85. 60
WWJ-24 9.43 4916.36 4723. 50 192. 86 83.57
WWJ-25 6.21 4916. 68 4728. 50 188. 18 81. 54
WWJ-27 9. 43 4916.07 4719. 50 196.57 85. 18
WWJ-28 9.43 4915.80 4717 .50 198. 30 85. 93
WWJ-29 9. 43 4915. 94 4714 .50 201.44 87 .29
WWJ-30 7. 13 4916. 12 4721. 50 194 . 62 84 . 33X `WY)
tAIA. N4 M
MAX. K4 pzf�51,wn -(Wg DAY
M A X I M U M A N D M I N I M U M V A L U E S
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
(Psi) (Psi)
--------------------- ---------------------
7113 153.57 T 2-S D 4 .3 3-me-- SCV496WA H -rMV-
I-RV-G2 153.57 T4-HT 5.20 1+1"p rAt#-
I-RV-G6 153. 57 5705 6. 36
7112 147. 94 5703 7 . 3 5 3 ct-osw 4vas 'R> 14"--mp, 7AAV-
6104 147 . 18 5750 10. 69
I-RV-M8 147. 18 41202 15. 60
I-R 6 0 01 144 .01 41 147. 18 41112 19. 92 01 17 . 7 7
6001 ryt v% flm- W-A rtRPATmrA-r utxr
1
8202 139. 84 O-RV-2 19. 92
O-RV-H1-s 139. 84 5701 21. 10
O-RV-H4-s 139.84 41101 21. 58
O-RV-H8-s 139. 84 5707 23. 27
I-RV-H1-n 139. 84 71101 24 . 74
I-RV-H4-n 139. 84 5709 26. 73
I-RV-H8-n 139. 84 71001 28 . 54
5208 139.75 71002 31. 64 MAK. VY NCI
5209 139. 40 5718 31. 94
5210 139. 40 5702 32. 41 PIK- PLXN{
5214 139. 40 O-RV-271102 32. 55
5215 139.40 5719 32. 80 b OF 7
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
NUMBER VELOCITY NUMBER VELOCITY
(ft/s) (ft/s)
--------------------- ---------------------
P-20 34 .06 1 � p�1/ 7108 0.00
P-22 34 . 06� MrAlh Uhlf- 11441 0. 00
P-15 30. 47> 4"( FKV 10403 0.00
P-21 30. 47 P-(pA% NAE 7003 0. 01
8229 12. 90 5711 0. 01
8231 12. 90 5113 0.01
9216 12. 80 4722 0. 01
9217 12. 80 5726 0.01
10312 7 .09 ww4-6 0. 01
10313 7.09 9604 0.02
P-6 5.22 11402 0.02
WW-100 5. 19 12501 0.02
41101 4 . 93 11527 0. 02
41102 4 . 93 11515 0.02
7708 4 .76 5718 0. 02
6516 4 .74 8210 0.02
5804 4 . 62 6002 0.03
7610 4 . 60 8414 0. 03
6517 4 .51 8426 0.03
6520 4 .24 6001 0. 03
R E G U L A T I N G V A L V E R E P O R T
VALVE VALVE VALVE VALVE UPSTREAM DOWNSTREAM THROUGH
LABEL TYPE SETTING STATUS PRESSURE PRESSURE FLOW
(psi or gpm) (psi) (psi) (gpm)
-------------------------------------------------------------------------------
RV-2 PRV-1 15. 60 CLOSED 61.53 19. 92 0.00
RV-5 PRV-1 62.30 ACTIVATED 125.20 62.30 57. 50
RV-CW PRV-1 51. 00 CLOSED 114. 18 51.05 0. 00
RV-D2 PRV-1 64 .20 CLOSED 122. 14 68 .34 0.00
RV-D8 PRV-1 59.20 CLOSED 122. 14 68 .34 0. 00
RV-G2 PRV-1 75.00 CLOSED 153.57 81. 48 0.00
RV-G6 PRV-1 70.00 CLOSED 153.57 81. 48 0. 00
RV-H1-n PRV-1 84 .40 CLOSED 139. 84 129.22 0.00
RV-H1-s PRV-1 122. 00 CLOSED 129.22 139. 84 0. 00
RV-H4-n PRV-1 79. 40 CLOSED 139. 84 129.22 0.00
RV-H4-s PRV-1 107. 00 CLOSED 129.22 139. 84 0. 00
RV-H8-n PRV-1 74 . 40 CLOSED 139.84 129.22 0.00
RV-H8-s PRV-1 112.00 CLOSED 129.22 139. 84 0. 00
RV-HW2 PRV-1 63. 40 CLOSED 121.27 67. 55 0.00
RV-HW3/4 PRV-1 68. 40 ACTIVATED 120. 43 68. 40 11. 11
RV-HW6 PRV-1 58 . 40 CLOSED 67.55 121.27 0.00
RV-M4 PRV-1 75. 00 ACTIVATED 147 . 18 75. 00 43.70
RV-M8 PRV-1 70.00 CLOSED 147 . 18 75. 00 0. 00
RV-01 PRV-1 81. 80 ACTIVATED 128. 68 81. 80 31. 33
RV-04 PRV-1 76. 80 CLOSED 130. 62 79. 85 0. 00
RV-08 PRV-1 71. 80 CLOSED 130. 62 79. 85 0.00
RV-P1 PRV-1 89.50 ACTIVATED 127.85 89. 50 31 . 59
RV-P4 PRV-1 84 . 50 CLOSED 129. 83 87 .52 0.00
RV-P8 PRV-1 79. 50 CLOSED 129.83 87. 52 0. 00
RV-PU1 PRV-1 95. 00 WIDE OPEN 139. 40 139. 40 0. 00
RV-PU6 PRV-1 85. 00 WIDE OPEN 139. 40 139. 40 0.00
RV-SD2 PRV-1 65. 20 CLOSED 123. 14 69. 36 0.00
RV-SD6 PRV-1 60. 20 CLOSED 123. 14 69.36 0.00
RV-WWl PRV-1 89. 00 ACTIVATED 107.89 89. 00 83.38
RV-WW4 PRV-1 84 . 00 ACTIVATED 112.89 84 . 00 1193. 47
RV-WW8 PRV-1 71. 80 CLOSED 113.86 83. 04 0. 00
MAY.. DAY w/
l F-F- rLo W
S U M M A R Y O F I N F L O W S A N D O U T F L O W S 7 7
{+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME (gpm) TITLE
--------------------------------------------
T1-TP 69.00
T2-SD 6950. 95
T3-LC 339.79
T4-HT 1003.88
NET SYSTEM INFLOW = 8363. 62
NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 8363. 58
jFireFlow/Hydrant Report_
re low/Hydrant Report:
Specified Minimum Pressure (psi or kPa) : 20.0
finimum Static Pressure (psi or kPa) 20.0
Flow-1: Flowrate to maintain the specified
pressure at (hydrant) node
Node-2: Node that has a lower pressure than n 5`16I APJA4rgr lb Hi"Top "Rt4k
specified value at Flow-1
Flow-2: Flowrate to maintain the specified
pressure at Node-2
Hydrant Elevation Demand Static Flow-1 Flow-2 Node-2
Node gpm Pressure gpm gpm
WW4-HYD1 4722.0 0. 0 84 . 1 3399.0 2387.3 �i701
MAX. Na,R
* * * * * * * * * * Y P I P E 4
* *
* University of Kentucky Network Modeling Software
* *
* Copyrighted by KYPIPE LLC
* Version 2 - 01/31/2005
* *
* * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Date & Time: Tue Jun 03 16:56:22 2008
INPUT DATA FILENAME -------------- H: \04\S067125\WATER -1\wwPh4 6-.DT2
; .TABULATED OUTPUT FILENAME -------- H:\04\S067125\WATER -1\wwPh4 6-.OT2
IPOSTPROCESSOR RESULTS FILENAME --- H: \04\S067125\WATER -1\wwPh4_6-.RS2
U N I T S S P E C I F I E D
FLOWRATE . . . . . . . . . . . . = gallons/minute
HEAD (HGL) . . . . . . . . . . = feet
PRESSURE . . . . . . . . . . . . = psig
O U T P U T O P T I O N D A T A
�OUTPUT SELECTION: THE FOLLOWING RESULTS ARE INCLUDED IN THE TABULATED OUTPUT
` ALL CLOSED PIPES ARE NOTED
ALL PIPES WITH PUMPS
FOLLOWING PIPES
9102
9104
11306
WW-100
wwl-44
WW1-45
WW1-46
WW-201
WW-202
WW-203
WW-204
WW-205
WW-206
WW-207
WW-208
WW-209
WW-210
f WW-211
WW-212
WW-213
WW-214
WW-215
WW-26
WW-27
WW27-0
WW27-1
WW27-2
WW27-3
WW27-4
WW-28
WW-29
WW3-1
WW3-2
WW3-3
WW3-4
WW35 MAX. Notq.
WW3-5
WW-36 Z..P 7
WW3-6
WW-37
WW-38
WW-39
WW-40
WW-41
WW4-1
WW4-2
WW-43
ww4-3
ww4-4
WW-45
WW4-5
ww4-6
WW4-7
WW4-8
WW-99
WWB-1
WWB-2
WW-Dl
WW-D2
WW-D3
WW-D4
WW-01
WW-02
WW-03
WW-04
FOLLOWING JUNCTION NODES
9210
11101
wwl-j1
ww3-jl
ww3-j2
ww3-j3
ww4-jl
ww4-j2
ww4-j3
ww4-j4
ww4-j5
ww4-j6
ww4-j7
wwj_27-0
wwj_27-1
wwj_27-2
wwj_27-3
wwj_B-1
wwj_b-2
wwj_b-3
wwj_d-1
wwj d-2
wwj_d-3
wwj_o-1
wwj_-02
wwj_o-3
wwj o-4
wwj-201
wwj-202
wwj-203
wwj-204
wwj-205
wwj-206
wwj-207
wwj-208
wwj-209
WWJ-22
WWJ-22A
WWJ-23
WWJ-24
WWJ-25 MAY,
R*R
WWJ-27 30F 7
WWJ-28
WWJ-29
WWJ-30
MAXIMUM AND MINIMUM PRESSURES - 20
MAXIMUM AND MINIMUM VELOCITIES 20
1
S Y S T E M C O N F I G U R A T I O N
NUMBER OF PIPES . . . . . . . . . . . . . . . . . . . (p) = 875
NUMBER OF END NODES . . . . . . . . . . . . . . . (j) = 591
NUMBER OF PRIMARY LOOPS . . . . . . . . . . . (1) = 281
NUMBER OF SUPPLY NODES . . . . . . . . . . . . (f) = 4
NUMBER OF SUPPLY ZONES . . . . . . . . . . . . (z) = 1
lase: 0
'RESULTS OBTAINED AFTER 43 TRIALS: ACCURACY = 0.00389
iS I M U L A T I 0 N D E S C R I P T I O N (L A B E L)
CyberNet Version 2.18. Copyright 1991, 92 Haestad
Methods Inc.
,Run Description: Phase 4 Maximum Hour
(3.0 factor)
wwph4 6-08.p2k
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/
N A M E #1 #2 LOSS LOSS VELD. 1000 1000
(gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft)
-----------------------------------------------------------------------------------------
9102 9101 wwj_B-1 -241.08 0.55 0.00 0. 68 0. 18 0. 18
9104 wwj_B-1 9004 250. 40 0.51 0. 00 0.71 0.20 0.20
11306 11302 wwj_o-4 -93.00 0.08 0. 00 0.26 0.03 0.03
WW-100 J-8 9210 1548.02 12.32 0.00 6.32 13.84 13. 84
wwl-44 WWJ-25 wwl-jl 178 .34 0.40 0. 00 1. 14 0.75 0.75
WW1-45 wwl-jl WWJ-30 196. 80 0.39 0.00 1.26 0. 90 0. 90
WW1-46 ww1-jl wwj_27-0 -24 .46 0.01 0. 00 0. 16 0.02 0.02
WW-201 WWJ-22 wwj-201 226.56 0.30 0.00 1.45 1 . 17 1. 17
WW-202 wwj-201 wwj-202 209. 16 0.51 0. 00 1.33 1.01 1.01
WW-203 wwj-202 wwj-203 191.76 0.22 0.00 1.22 0. 86 0. 86
WW-204 wwj-204 wwj-203 -101. 18 0.07 0. 00 0. 65 0.26 0.26
WW-205 wwj-205 wwj-204 -148.71 0. 13 0. 00 0. 95 0. 54 0.54
WW-206 wwj_27-3 wwj-205 -166.27 0. 13 0.00 1.06 0. 66 0.66
WW-207 wwj-206 wwj-205 98.24 0. 10 0. 00 0. 63 0.25 0.25
KW-208 wwj-207 wwj-206 115. 64 0.08 0.00 0.74 0.34 0.34
WW-209 wwj-208 wwj-207 197 . 97 0.23 0. 00 1.26 0. 91 0.91
WW-210 WWJ-22 wwj-208 361.72 0.83 0.00 2.31 2.78 2.78
WW-211 wwj-203 wwj-208 -146.36 0.21 0. 00 0. 93 0. 52 0.52
WW-212 wwj-207 wwj-204 64 . 93 0.05 0.00 0. 41 0. 12 0. 12
WW-213 wwj-203 wwj-209 219.54 0.28 0. 00 1. 40 1. 10 1.10
WW-214 wwj_b-2 wwj-209 -265. 42 0.34 0. 00 1. 69 1. 57 1.57
WW-215 wwj-205 wwj-209 63.28 0.08 0.00 0. 40 0. 11 0.11
WW-26 wwj_o-1 WWJ-25 554 .54 0. 62 0. 00 2.27 2. 07 2.07
WW-27 WWJ-25 WWJ-24 368 . 10 0.46 0.00 2.35 2. 87 2.87
WW27-0 9210 wwj_27-0 362. 19 5. 49 0.00 1.48 0. 94 0.94
WW27-1 wwj_27-0 wwj_27-1 337.73 0. 35 0.00 1.38 0. 83 0.83
WW27-2 wwj-27-1 wwj-27-2 257 .30 0.24 0.00 1.05 0.50 0.50
WW27-3 wwj_27-2 wwj_27-3 188 . 19 2.20 0.00 0.77 0. 28 0.28
WW27-4 wwj_27-3 wwj_B-1 354 . 46 0. 40 0.00 1. 45 0. 90 0.90
WW-28 WWJ-24 WWJ-23 185. 97 0.47 0.00 1. 19 0. 81 0.81
MIA�c. HoKR
WW-29 WWJ-22 WWJ-22A -248. 03 0. 16 0.00 1. 58 1. 38 1 . 38
WW3-1 ww3-j2 -j2 6.36 0.00 0.r 1 0.04 0. 00 0 . 00 +OF 7
WW3-2 WWJ-23 b. 1-j2 6. 15 0. 00 0.0 0. 04 0. 00 0 . 00
WW3-3 ww3-j2 ww3-j3 -63.59 0.05 0. 00 0.41 0. 11 0. 11
WW3-4 ww3-j3 wwj_-02 -133.09 0. 15 0. 00 0. 85 0. 44 0. 44
WW35 WWJ-28 WWJ-22 352.56 0. 60 0. 00 2.25 2. 65 2 . 65
WW3-5 ww3-jl ww3-j3 -46.09 0.03 0. 00 0.29 0.06 0. 06
WW-36 WWJ-29 WWJ-28 188.06 0.20 0.00 1.20 0.83 0 . 83
} WW3-6 ww4-jl ww3-jl -22. 69 0.01 0.00 0. 14 0.02 0. 02
WW-37 wwj_27-2 WWJ-29 56. 81 0.03 0.00 0. 36 0. 09 0. 09
WW-38 WWJ-28 WWJ-27 -176.80 0.36 0.00 1. 13 0.74 0 . 74
WW-39 WWJ-29 WWJ-30 -143. 55 0.23 0.00 0. 92 0.50 0. 50
WW-40 WWJ-23 WWJ-27 -92. 80 0.06 0.00 0.59 0.22 0. 22
WW-41 WWJ-27 WWJ-30 -112.07 0.08 0. 00 0.72 0. 32 0. 32
WW4-1 wwj_o-3 ww4-jl 29.37 0.01 0.00 0. 19 0. 03 0. 03
WW4-2 ww4-jl ww4-j2 40. 96 0.02 0. 00 0.26 0.05 0. 05
WW-43 WWJ-30 wwj_27-1 -68. 12 0.04 0.00 0.43 0. 13 0. 13
ww4-3 ww4-j2 ww4-j3 25. 12 0.01 0. 00 0. 16 0. 02 0. 02
ww4-4 ww4-j3 ww4-j5 11. 10 0.00 0. 00 0.07 0.00 0. 00
WW-45 WWJ-24 WWJ-27 169. 83 0.40 0.00 1.08 0. 68 0. 68
WW4-5 ww4-j2 ww4-j4 11. 10 0.00 0.00 0.07 0.00 0. 00
ww4-6 ww4-j3 ww4-j6 2. 92 0.00 0.00 0.02 0.00 0. 00
WW4-7 ww4-j6 ww4-j7 -8. 18 0.00 0.00 0.05 0.00 0. 00
WW4-8 ww4-j7 ww3-j2 -19.58 0.01 0.00 0. 12 0.01 0. 01
WW-99 WWJ-22A WWJ-23 -260.33 0.74 0.00 1. 66 1.51 1. 51
WWB-1 wwj_b-2 wwj_B-1 230.02 0. 11 0. 00 0. 65 0. 17 0. 17
WWB-2 wwj b-3 wwj_b-2 -17.40 0.00 0.00 0.05 0. 00 0. 00
WW-Dl wwj_o-4 wwj_d-1 153.00 0.05 0.00 0.43 0.08 0. 08
WW-D2 wwj_d-1 wwj_d-2 153. 00 0.04 0.00 0. 43 0.08 0. 08
WW-D3 wwj_d-2 wwj_d-3 153.00 0.05 0.00 0.43 0.08 0. 08
WW-D4 wwj_d-3 11101 153.00 0.07 0.00 0.43 0.08 0. 08
WW-Ol 9210 wwj o-1 1173.49 4 . 48 0.00 4 .79 8.29 8. 29
WW-02 wwj_o-1 wwj_02 606. 66 1.34 0.00 2.48 2. 44 2. 44
WW-03 wwj_02 wwj_o-3 329.73 0. 18 0.00 0. 94 0.32 0. 32
WW-04 wwj_o-3 wwj_o-4 261.00 0.19 0.00 0.74 0.21 0. 21
FOLLOWING ADDITIONAL PIPES ARE CLOSED
5220 5803 5902 7126 9206
10307 10320 11307 13503 P-10
P U M P/L 0 S S E L E M E N T R E S U L T S
I
INLET OUTLET PUMP EFFIC- USEFUL INCREMTL TOTAL #PUMPS #PUMPS
PSH
NAME FLOWRATE HEAD HEAD HEAD ENCY POWER COST COST PARALLEL SERIES
Avail.
(gpm) (ft) (ft) (ft) M (Hp) ($) ($)
Et)
------------------------------------------------------------------------------------------------
-------
FOLLOWING ADDITIONAL PIPES ARE CLOSED :
?OLLOWING ADDITIONAL PIPES ARE CLOSED :
E N D N 0 D E R E S U L T S
NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE
NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE
(gpm) (ft) (ft) (ft) (psi)
---------------------------- ------------------------------ -------------- 5 of l
9210 12.30 4898. 35 4731.50 .66.85 72. 30
11101 93.00 4909. 15 4680.00 229. 15 99. 30
wwl-jl 6.00 4892. 86 4725. 00 167 .86 72. 74
ww3-jl 23.40 4909. 55 4727 .50 182.05 78 .89
ww3-j2 43. 80 4909. 53 4719. 13 190. 40 82. 5
ww3-j3 23.4 4909.58 4721.71 187 .87 81. 41
ww4-j1 11. 10 4909. 54 4725.00 184 . 54 79. 97
ww4-j2 11.10 4909. 52 4721.80 187 .73 81.35
ww4-j3 11. 10 15 4909. 52 4716.00 193. 52 83. 86
ww4-j4 11.10 4909. 52 4719.00 190.52 82. 56
ww4-j5 11.10 4909.52 4715. 00 194 .52 84 . 29
ww4-j6 11. 10 4909. 52 4713.00 196.52 85. 16
ww4-j7 11.40 4909.52 4714 .00 195. 52 84 .73
wwj 27-0 0.00 4892.86 4726.00 166.86 72. 31
wwj_27-1 12.30 4892. 51 4723.50 169.01 73.24
wwj_27-2 12.30 4892.26 4718 .50 173.76 75. 30
wwj 27-3 0.00 4907.26 4705.00 202.26 87. 65
wwj_B-1 93.00 r` 4906. 86 4701.00 205.86 89.21
wwjrb-2 18.00 4906. 97 4701. 00 205. 97 89.25
wwj_b-3 17 .40 F- 4906. 97 4701.00 205. 97 89.25
wwj_d-1 0.00 4909.31 4726.50 182.81 79.22
wwj_d-2 0.00 4909.27 4720.50 188.77 81 .80
wwj_d-3 0. 00 4909.22 4713.50 195.72 84 . 81
wwj_o-1 12.30 4893. 88 4731.50 162. 38 70. 36
wwj_-02 18.36 4909.73 4731.50 178.23 77.23
wwj_o-3 39.36 0 4909. 55 4731.00 178.55 77 .37
ww3_o-4 15.00 0 4909.36 4730.00 179.36 77.72
ww3-201 17.40 .16 4908. 33 4707.50 200. 83 87. 02
wwj-202 17 .40 4907. 81 4701.00 206.81 89. 62
wwj-203 17.40 S 4907 .59 4703.50 204 .09 88 .44
wwj-204 17.40 4907.52 4703.00 204 .52 88. 63
wwj-205 17 .40 4907.39 4703.50 203.89 88 . 35
wwj-206 17.40 X 4907.49 4708.70 198.79 86. 14
wwj-207 17. 40 4907.57 4707. 00 200.57 86. 91
wwj-208 17 .40 4907.80 4707.00 200.80 87.01
wwj-209 17. 40 4907.31 4701. 40 205. 92 89.23
WWJ-22 12.30 4908. 63 4708. 00 200. 63 86. 94
WWJ-22A 12.30 4908.79 4717. 00 191.79 83. 11
WWJ-23 12.30 4909. 53 4718 .50 191.03 82.78
WWJ-24 12.30 4892.79 4723.50 169.29 73.36
WWJ-25 8 . 10 4893.25 4728.50 164 .75 71. 39
WWJ-27 12.30 4892.39 4719.50 172.89 74 . 92
WWJ-28 12.30 4892.03 4717. 50 174 . 53 75. 63
WWJ-29 12.30 4892.23 4714 . 50 177.73 77. 02
WWJ-30 9.30 4892.47 4721.50 170. 97 74 .09
*- Mltl hZF-%W FH
M A X I M U M A N D M I N I M U M V A L U E S ►,1 A.� pbjotc,i h
P R E S S U R E S
JUNCTION MAXIMUM JUNCTION MINIMUM
NUMBER PRESSURES NUMBER PRESSURES
(psi) (psi)
--------------------- ---------------------
7113 152. 64 T 2-S D 4 .3 3 Sa*00V A -rAo U-
I-RV-G2 152. 64 5705 4. 97 AlWTbpTA li-
I-RV-G6 152. 64 T4-HT 5.2011
7112 147 . 00 5703 7.2
610 4 146. 44 5750 9. 3 4 MADE Ap JACEAT 'W A lusfiP TAAlr-
I-RV-M8 146. 44 41202 15. 60
I-RV-M4 146.44 PIObpS 41201 17. 77
6001 143. 68 OETWefA 5701 19.71
5208 139.50 TPPA-p EAT 41112 19. 92
6103 138. 66 RAAT O-RV-2 19. 92
5001 137. 62 41101 21.56
5109 137. 18 .-AtAK 5707 21. 87
5110 136.28 71101 22. 37
Susan Stodola
From: Lowe, Zach [ZLowe@hkminc.com]
Sent: Friday, June 20, 2008 11:28 AM
To: Susan Stodola
Subject: FW: West Winds Ph4: Water Report Comments
Sue,
I checked Pipe#'s 8229, 8231, 9216 & 9217 for the velocities over 15 fps on the Max Hour run (identified on sheet 6 of 7
in my modeling results in Appendix B of the West Winds Phase 4 Water Report).
Both all four are 1" diameter PRV bypass lines. 8229 &8231 are bypass lines at the"Perkins" PRV(near the new
Kenyon-Noble). 9216 & 9217 are bypass lines at the Oak Street PRV,just west of 19'h Ave.
Zach Lowe, P.E.
HKM Engineering
920 Technology Blvd, Suite A
Bozeman, MT 59718
406.586.8834 (phone)
406.586.1730 (fax)
From: Lowe, Zach
Sent: Thursday, June 19, 2008 5:28 PM
To: 'Susan Stodola'
Subject: West Winds Ph4: Water Report Comments
Sue,
Sorry it's taken me all afternoon to get back to you on your water report comments. I just called you back and you were
out of the office, so I'll respond in writing (probably best anyhow).
Regarding the excessive velocities (over 30 fps) on the Max Hour run:
The four pipes that have excessive velocities occur in PRV bypass lines of the PRV on Oak Street east of the West Winds
subdivision. The main 8" line is not throttled open and the flows are only going through the 1" &4" diameter bypass lines.
Basically, the model's PRV pressure settings might need to be tweaked at this location...
The service call-out you saw on our W-2 sheet has been removed and we will not be installing any services in un-platted
areas.
Also the large-diameter service lines for the assisted living facility will have valves at the main.
Let's talk on Friday and we can discuss the need for blow-off hydrants and/or fire hydrants. Just know our plans have
changed quite a bit, but we do have a couple questions on what the city would prefer. Talk to you soon.
Zach Lowe, P.E.
HKM Engineering
920 Technology Blvd, Suite A
Bozeman, MT 59718
406.586.8834 (phone)
406.586.1730 (fax)
i
7108 136. 11 5709 25.07 KAx- PALA
6102 135. 13 71001 26. 15 �
5108 135.05 71002 29.27
5112 135.04 O-RV-271102 30. 18
6105 134 .40 5718 30. 63
5207 134 .32 5719 31.24
5101 133.77 5720 31.47
V E L O C I T I E S
PIPE MAXIMUM PIPE MINIMUM
NUMBER VELOCITY NUMBER VELOCITY
(ft/s) (ft/s)
--------------------- ---------------------
P-20- �!' S0. 66 8414 0.00
P-22 ' 50. 66 8426 0.00
P-15� r � � 36.58 46 8211 0. 00
P-21 36.58 (e7 � 11441 0.00
8229- 21.32 ' 10403 0. 01
8231 11yJ 21.32 4712 0.01
9216 Or 21.30 7003 0. 01
9217 1Or �� 21.30 11402 0.02
10312 ' 15. 65 9604 0. 02
10313 15. 65_; ww4-6 0.02
P-6 6.36 11515 0.02
WW-100 6.32 12501 0.02
6516 6. 13 11527 0. 03
7708 6.06 5113 0.03
7610 5. 92 10303 0. 03
6517 5.85 7108 0.04
41101 5.56 4719 0.04
41102 5.56 6002 0. 04
6520 5.50 WW3-2 0.04
7612 5.38 6001 0.04
R E G U L A T I N G V A L V E R E P O R T
VALVE VALVE VALVE VALVE UPSTREAM DOWNSTREAM THROUGH
LABEL TYPE SETTING STATUS PRESSURE PRESSURE FLOW
(psi or gpm) (psi) (psi) (gpm)
-------------------------------------------------------------------------------
RV-2 PRV-1 15. 60 CLOSED 61.53 19. 92 0.00
RV-5 PRV-1 62.30 ACTIVATED 111. 80 62.30 75.00
RV-CW PRV-1 51.00 CLOSED 100. 90 51. 03 0.00
RV-D2 PRV-1 64 .20 CLOSED 108. 76 65.47 0.00
RV-D8 PRV-1 59.20 CLOSED 108 . 76 65.47 0. 00
RV-G2 PRV-1 75.00 CLOSED 152. 64 81. 47 0.00
RV-G6 PRV-1 70.00 CLOSED 152. 64 81.47 0. 00
RV-Hl-n PRV-1 84.40 CLOSED 125. 63 128. 05 0.00
RV-H1-s PRV-1 122.00 CLOSED 128. 05 125. 63 0. 00
RV-H4-n PRV-1 79. 40 CLOSED 125. 63 128. 05 0.00
RV-H4-s PRV-1 107 .00 CLOSED 128. 05 125. 63 0. 00
RV-H8-n PRV-1 74.40 CLOSED 125. 63 128. 05 0.00
RV-H8-s PRV-1 112.00 CLOSED 128 .05 125. 63 0.00
RV-HW2 PRV-1 63.40 CLOSED 107. 89 64 .74 0.00
RV-HW3/4 PRV-1 68. 40 ACTIVATED 104 .23 68 . 40 24.52
RV-HW6 PRV-1 58. 40 CLOSED 64 . 74 107. 89 0.00
RV-M4 PRV-1 75.00 ACTIVATED 146. 44 75.00 57. 00
RV-M8 PRV-1 70.00 CLOSED 146. 44 74 . 99 0.00
RV-01 PRV-1 81. 80 ACTIVATED 110.27 81. 80 52 . 15
RV-04 PRV-1 76.80 ACTIVATED 115.27 76.80 14 .72
RV-08 PRV-1 71.80 CLOSED 115.27 76. 80 0. 00
RV-Pl PRV-1 89.50 ACTIVATED 122. 84 89.50 52. 19
RV-P4 PRV-1 84 .50 ACTIVATED 127 . 84 84 . 50 61. 47
RV-P8 PRV-1 79.50 CLOSED 127 .85 84 . 49 0. 00
RV-PU1 PRV-1 95.00 WIDE OPEN 127 . 87 127 .87 0. 00
RV-PU6 PRV-1 85.00 WIDE OPEN 127. 87 127. 87 0.00
RV-SD2 PRV-1 65.20 CLOSED 109. 85 66.53 0. 00
RV-SD6 PRV-1 60.20 CLOSED 109. 85 66. 53 0. 00
RV-WW1 PRV-1 89. 00 WIDE OPEN 87 . 64 87. 64 124 . 03
RV-WW4 PRV-1 84 .00 ACTIVATED 98.73 76.55 1432. 99 MAkA."IL
RV-WW8 PRV-1 71.8 �, CLOSED 100.09 75.20 0.00
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
{+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
{-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE FLOWRATE NODE
NAME (gpm) TITLE
--------------------------------------------
T1-TP 90.00
T2-SD 7844.09
T3-LC 515. 66
T4-HT 2459.29
NET SYSTEM INFLOW = 10909.04
-- ,NET SYSTEM OUTFLOW = 0.00
NET SYSTEM DEMAND = 10909.02
***** HYDRAULIC ANALYSIS COMPLETED *****
DRAFT PLAN SHEETS
0
0 0
U O
J
1 '` 11 /NSTAL L!W a`8'DIA. DRAFT
/ —...1 I
sh'CINCONSTRULTI�)� f_ - 1 i _
SK
REWOW EXISTAVO CAP 00 LAND /f �-// r- 1 1 •
G\ \ \ Cwcr TO EXISDN WATER 1 » '
1 �1 i KNO CONSTRUCTION
1A to E'I16J9.79 ` ,l/� 'i ` � � \ 1 STA. 14+09.18 ILBJ LT FT
INSTALL 8'CAT VALW $ !'
1 1 r d 8'CAP NTH THRUSTBLOC • 0 1���
.�^ -
1 802r PER CITY OF
, }
BOIEMAN SID.ONC.N0. a
02660-J(TYP.)
w
Q XIt
1
STA. lJ+9JOJ 12.70'Lr n 2 ly,
-+ �^ -�i 1 INS TAu 874'TEE WIH WWST g a p
1 BLOCK PER aTY OF 802EMAN STa C11 t DW. NO. 02660-1(TYP.) W a 00
'0 / '/ '- ' STA. 3+fd22 110
v 1 AVSTAIL 8 CATF VALIf o +
INTH THRUST BLOCK PER o It
LTTY OF 802EMAN STD.DIK • a
Na 02660-3 MA) p Z p
V D COPM WATER 1, 1 1 a V d
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HUNTERS WAY z �' `�
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PROFILE __ _ •R �6.`d
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F ...........- .........................................._..........,_......................_.- -_..,... ..... .. - Sheet No. 1
-- - -- - .,.. .. ......, ...-.. .......... -. .. .. . -...- .. .
e _ ....
W-�HUNTERS -WAY
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+00
Copyright 0 2007 HKM Engineering Inc., All Rights Kaserveo.
DRAFTSTA- 1+2744 14.34'U f _ - -- _ �� •
INSTALL 6"GAlE VAL yE _ - __ e
W AI INRUST BLOAT PER TA. +79.9J 15.3'L! �- � -- \ � � u z
CITY OF 902EMAN STD.DWG, B!TALL 11.25'
NO. 02660-3(TYR) 1 ---�•� `, $
ENP
- •
S/A 4+670B 1.�91'LT INSTALL 8 ir8•TEE NTH THRUST
1 1 �� BLOCK PER CITY OF BOZEMAN STD. U. 0
INSTALL 8d CATF VALI£ 1 '1 \ DIM NO. 02660-1(nP.) g '
STA0+8dJ6 J4..H•LT
IN 1L t / 1 1 t+•'.. .=x� \1
t c ; ~
/N5T J9b if OF B•CIA. 1 /�,� -_.•;'.•,
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I INSTALL 11.25'2+00
00
BEND _ LU
LU
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I — WESTiYIND. AY v
% \
HEGINCONSTRUCrION ` r---� 00
�--------- ' t\ -{ t\ \ W W r' 1
INSTALL 9 ire•TEE KITH THRUST f L 1 ` = z O
BLOCK PER CITY OF BOZEMAN STD. -1 i � \t` Q m
DIK NO. 02660-1(TYP.) / 1 ; 9.< \ PARK REA \ • a S Q
/ t 5.asosq. k. F—
f 3 4•CIA. CdrPER WATER
IJ 802EMAN SID.OMG � t �\ \ 50 0 50 100 z
t No,A2660=c(Tm �� LOT 4
PARK AREA /� v t` \ stole feet W
1 , 1 20.341 sq, ft._WESTWIN ----Wri l `4; 1 , fi.Z27 sq. k.\1', i
LU
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PROFILE ........._. _............................................................... ..., _ -NO - /. r Im, A SHUT S SHALL-_ .
Scale t•'SO' Hertz. 6E. 1E0. IH.CITY.CY ZEMAN......._
............................................................_........... _ _ _ __.-....._- _- _..._ Scale 1•-5' Vert. __ _ _ M M 96 MS TXl'"SilAIL dLfN To
....................................................................... _...... ..-........................ _.......-. _ ......... .............
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i Sheet No. 2
WE TWI D WA
_ _ W-2
OL I 1 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 of 4
Copyright 0 2007 HKM Engineering Inc.. All Rights Reserved.
J u
O o
1 I' \ �I i 00
I I I STA. 11+M..50 IJ66'LT NSTAU
I 1 I I I STA 12+9966 QOS T
' I I I 8 x 6 TEE'WIN 6 B T1Rf
I I I I STA I/+91.50 1)BI'L N/DRANT ASSEMBLY PER CITY OF NSTALL xe TEE wl 1NRUS7DRAFT •
I x ( BLOCK PER CITY OF OMWAN STD. fr
I I 1 I ? BOHMAN STD. DIK NO.. 02660-4 g
I I NSTAu GATE vALH _ I ( DIK Na 02660-1(Trp.) e
\ I I I I IwIN Nwsr BLOCK PER 1 TYP. \
I LxrY OF BOMWAN SID. DW..
1 Q! 1 -Ili � j STA. 1?+461? 11.92'L 1
\, I NO.-Oz660-J(TYP.f 1 I `-
BEGIN CONSTRUCUON I I ` 1 , NSTAfl B CATE VALtE °
STA. 7+IJ.JB 11.00 LT 1 I I 1 1`• WIN THRUST BLOCK POP h'NI)CONSTRUCfION z
I I I\ I I ' CITY OF 802EMAN SAD.DWG. STA• 14+19.0 A69 LT
REMOTE EXISTING CAP AND I I �,_ I 1 STA I9 12.72'IT I •
CONNECT TO EXISTING WATER -'I \ \ I N0. 02660-J(T1P.)� NSTAIL B"GATE VALIE IQ
MAIN. 1 I I 1 NSTAtl xB TEE NRTI lfIlUST V \ &B'CAP \ \ a
N 154J388 \ 1 'I y \I 1 BLOCIK PEfi p1Y 01�BOIEMAN STD. I '''I
BLO N0. 0?660-1 TYP. \ N 161Ja21 `'- m
E 12147.J3 \ 1 I I `I \ ( ) � li \ =E I2O62.2J
J 4'.A OGpPEIt WA10P 14+00 \ \ I • o
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. Scale 1"-50' Horiz. _................................... dE NiITED- 7H Q!TYO� ZENAN...-
Scale 1"�5' Vert. ANY'
-III SHALL p1EN ro
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i Sheet No. 3
......................-..__......._................,...._...._...._ _._. ......._.. .. P 00 ti 0 ..., .9400 .......10r 00..- ... .. - ....,..I1 00...... 12. 00 .._ _.13.AO.._..__...-___- _..14 .00._. -.-. -. _.,.
N __ - - .... WI D V A A . E1V EA . 1V E W-3
- -.. -
.. ....... . .... - _
5+00 8+50 7+00 7+50 8+00 9+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 /2+50 13+00 13+50 14+00 of
Copyright 0 2007 HKM Engineering Inc.. NI Rights Reserved.
i j�1 b m
STWIND fA g° fr
III I !------------
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1
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IL +
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Sheet No. 4
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