City of Morgan Hill
Water System Master Plan
TABLE OF CONTENTS
PAGE NO.
June 2017
ii
City of Morgan Hill
Water System Master Plan
4.7
BOOSTER STATIONS .......................................................................................4-9
4.8
PRESSURE REDUCING VALVES .....................................................................4-9
5.0
CHAPTER 5 – DOMESTIC WATER DEMANDS ................................................................5-15.1
EXISTING DOMESTIC WATER DEMANDS.......................................................5-1
5.2
FUTURE DOMESTIC WATER DEMANDS .........................................................5-1
5.3
RECYCLED WATER DEMANDS........................................................................5-1
5.4
MAXIMUM DAY AND PEAK HOUR DEMANDS .................................................5-5
5.5
DIURNAL DEMAND PATTERNS........................................................................5-5
6.
0 CHAPTER 6 - HYDRAULIC MODEL DEVELOPMENT......................................................6-16.1
OVERVIEW ........................................................................................................6-1
6.2
MODEL SELECTION..........................................................................................6-1
6.3
HYDRAULIC MODEL DEVELOPMENT..............................................................6-1
6.3.1
Skeletonization .....................................................................................6-1
6.3.2
Pipes and Nodes ..................................................................................6-2
6.3.3
Digitizing and Quality Control................................................................6-2
6.3.4
Demand Allocation ...............................................................................6-2
6.4
MODEL CALIBRATION ......................................................................................6-3
6.4.1
Calibration Plan and SCADA ................................................................6-3
6.4.2
EPS Calibration ....................................................................................6-3
6.4.3
Use of the Calibrated Model .................................................................6-3
7.
0 CHAPTER 7 - EVALUATION AND PROPOSED IMPROVEMENTS ..................................7-17.1
OVERVIEW ........................................................................................................7-1
7.2
FIRE FLOW ANALYSIS......................................................................................7-1
7.3
LOW PRESSURES ANALYSIS ..........................................................................7-4
7.4
HIGH PRESSURE ANALYSIS............................................................................7-4
7.5
WATER SUPPLY REQUIREMENTS ..................................................................7-4
7.5.1
Existing Supply Requirements ..............................................................7-4
7.5.2
Future Supply Requirements ................................................................7-9
7.6
WATER STORAGE REQUIREMENTS...............................................................7-9
7.6.1
Existing Storage Requirements ............................................................7-9
7.6.2
Future Storage Requirements...............................................................7-9
7.6.3
Recommended New Storage Facilities .................................................7-9
7.7
PUMP STATION CAPACITY ANALYSIS............................................................7-12
7.7.1
Existing Pump Station Capacity Requirements .....................................7-16
7.7.2
Future Pump Station Capacity Requirements .......................................7-16
7.8
PIPELINE IMPROVEMENTS TO SERVE FUTURE GROWTH...........................7-16
7.8.1
Boys Ranch Pressure Zone ..................................................................7-16
7.8.2
Nob Hill Pressure Zone.........................................................................7-22
7.8.3
Holiday Pressure Zones .......................................................................7-23
7.9
PIPELINE REPAIR AND REPLACEMENT .........................................................7-23
8.
0 CHAPTER 8 – CAPITAL IMPROVEMENT PROGRAM .....................................................8-18.1
COST ESTIMATE ACCURACY ..........................................................................8-1
8.2
COST ESTIMATE METHODOLOGY..................................................................8-2
8.2.1
Unit Costs.............................................................................................8-2
8.2.2
Construction Cost Index .......................................................................8-2