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Water System Master Plan

Water System Master Plan - City of Dover

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<strong>Water</strong> <strong>System</strong> <strong>Master</strong> <strong>Plan</strong><br />

City of Dover Utility Committee<br />

Presentation<br />

Attachment #1<br />

Utility Committee 04/25/2005<br />

April 25, 2005<br />

Slide 1


<strong>Water</strong> <strong>System</strong> <strong>Master</strong> <strong>Plan</strong><br />

• <strong>System</strong> Mapping and Demands<br />

• Update of Hydraulic Model<br />

• Distribution <strong>System</strong> Summary<br />

• Preliminary Capital Improvement Program –<br />

<strong>Water</strong> Supply, Storage and Distribution<br />

Slide 2


<strong>Water</strong> <strong>System</strong> Mapping<br />

Complete <strong>Water</strong> <strong>System</strong> Update<br />

by City<br />

Map Book Development<br />

Slide 3


<strong>Water</strong> <strong>System</strong> Demands<br />

Billing<br />

Data<br />

GIS<br />

Hydraulic<br />

Modeling<br />

Software<br />

• GIS software acts as a bridge to link textually<br />

based data to spatially based software.<br />

Slide 4


<strong>Water</strong> <strong>System</strong> Demand Distribution<br />

BEFORE<br />

AFTER<br />

Slide 5


<strong>Water</strong> <strong>System</strong> Demand Projections<br />

• <strong>Plan</strong>ned/Projected<br />

Growth<br />

• Annexation<br />

• Service Area<br />

Expansion<br />

• Bulk Customers<br />

• Flat Industrial Growth<br />

Slide 6


<strong>Water</strong> <strong>System</strong> Demand Projections<br />

• 2005 Average Day Demand:<br />

5.7 MGD<br />

• 2025 Average Day Demand:<br />

8.1 MGD<br />

• Maximum Day Factor: 1.7<br />

• 2025 Maximum Day Demand:<br />

10.0<br />

13.7 MGD<br />

9.0<br />

Avg. Day Demand w/Devel<br />

City of Dover <strong>Water</strong> <strong>Master</strong> <strong>Plan</strong><br />

Projected Annual Average Day Demands<br />

8.1 MGD<br />

8.0<br />

<strong>Water</strong> Use (MG)<br />

7.0<br />

6.0<br />

5.0<br />

4.0<br />

2005 2010 2015 2020 2025<br />

Fiscal Year<br />

Slide 7


Update of Hydraulic Model<br />

• Software<br />

– H2ONet (City-Owned,<br />

GIS-Compatible)<br />

• Model<br />

– Re-create model<br />

– Assign demand to<br />

pipe nodes via City<br />

billing record –<br />

County tax map link<br />

• Calibration<br />

– Flow and pressure<br />

testing<br />

– Compare system<br />

performance vs.<br />

model<br />

Slide 8


Distribution <strong>System</strong> Summary<br />

Pipe Size – <strong>Water</strong> Model<br />

Slide 9


Distribution <strong>System</strong> Summary<br />

Pipe Size<br />

Pipe Diameter Pipe Length (miles) Percent<br />

4" 11.34 6.44%<br />

6" 42.29 24.01%<br />

8" 59.09 33.55%<br />

10" 24.81 14.08%<br />

12" 32.41 18.40%<br />

14" 2.45 1.39%<br />

16" 3.67 2.08%<br />

20" 0.07 0.04%<br />

Total 176.13 100.00%<br />

12"<br />

14"<br />

16"<br />

20"<br />

4"<br />

6"<br />

10"<br />

8"<br />

Slide 10


Distribution <strong>System</strong> Summary<br />

Pipe Material<br />

Pipe Material Pipe Length (miles) Percent<br />

ACP 2.81 1.59%<br />

CIP 92.97 52.78%<br />

DIP 70.71 40.15%<br />

HDPE 0.13 0.07%<br />

PVC 9.52 5.40%<br />

Total 176.13 100.00%<br />

HDPE<br />

PVC<br />

ACP<br />

DIP<br />

CIP<br />

Slide 11


Distribution <strong>System</strong> Summary<br />

Pipe Material – Cast Iron Pipe<br />

Slide 12


Preliminary CIP - <strong>Water</strong> Supply<br />

• Maximum Day Demand<br />

• Permitted Daily Capacities:<br />

City of Dover <strong>Water</strong> <strong>Master</strong> <strong>Plan</strong><br />

Projected Maximum Day Demands<br />

- Deep Well: 11.96 MGD<br />

- WTP: 4.68 MGD<br />

16.0<br />

15.0<br />

14.0<br />

13.7 MGD<br />

• Actual Production<br />

Capacity: 13.15 MGD<br />

• Total Safe Production<br />

Capacity: 10.64 MGD<br />

<strong>Water</strong> Use (MG)<br />

13.0<br />

12.0<br />

11.0<br />

10.0<br />

9.0<br />

8.0<br />

7.0<br />

1 MGD<br />

Safe Production Capacity<br />

Max. Day Demand w/Devel.<br />

6.0<br />

2005 2010 2015 2020 2025<br />

Fiscal Year<br />

Slide 13


Preliminary CIP - <strong>Water</strong> Storage<br />

Capacity / Storage<br />

Needs:<br />

Equalization:<br />

- 0.15 * max day<br />

Fire Flow:<br />

- 5,000 gpm for 4 hours<br />

Emergency:<br />

- 0.10 * max day<br />

<strong>Water</strong> Storage Requirement (Million Gallons)<br />

Million Gallons<br />

5.00<br />

4.50<br />

4.00<br />

3.50<br />

3.00<br />

2.50<br />

2.00<br />

Storage Required<br />

Storage Required<br />

2005 2010 2015 2020 2025<br />

Year<br />

Current Storage<br />

Slide 14<br />

Year<br />

Avg. Day<br />

Demand<br />

w/Devel<br />

Max. Day<br />

Demand<br />

w/Devel.<br />

Equaliz:<br />

15% of<br />

Max.<br />

Day<br />

Fire Flow:<br />

5,000 gpm<br />

for 4 Hours<br />

Emerg:<br />

10% of<br />

Max. Day<br />

Storage<br />

Required<br />

2005 5.65 9.61 1.44 1.2 0.96 3.60<br />

2010 6.65 11.31 1.70 1.2 1.13 4.03<br />

2015 7.22 12.27 1.84 1.2 1.23 4.27<br />

2020 7.84 13.32 2.00 1.2 1.33 4.53<br />

2025 8.07 13.72 2.06 1.2 1.37 4.63


Slide 15<br />

Preliminary CIP - Distribution


Preliminary Capital<br />

Improvement Program<br />

Distribution<br />

$19.7 M<br />

Supply/Treatment<br />

$2.8 M<br />

Storage<br />

$4.0 M<br />

Total<br />

$26.2 M<br />

$0.0 M $5.0 M $10.0 M $15.0 M $20.0 M $25.0 M $30.0 M<br />

Cost ( in million dollars)<br />

Slide 16

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