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HaydenRhodes Aqueduct Capacity Study

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Create guidance document for CAP for long-term water resource planning ... Freeboard. Earthwork. Total cost $135.2 million without crossing modifications ... – PowerPoint PPT presentation

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Title: HaydenRhodes Aqueduct Capacity Study


1
Hayden-Rhodes AqueductCapacity Study
  • April 15, 2009
  • Stakeholder Work Group Meeting
  • Patrick Dent, P.E.
  • CAP Engineering Resources Supervisor

2
Increasing Hayden-Rhodes Capacity
  • Task
  • Complete a feasibility study to expand the
    Hayden-Rhodes Aqueduct to 3600 cubic feet per
    second (cfs)
  • Objective
  • Create guidance document for CAP for long-term
    water resource planning
  • Take advantage of regular maintenance activities
    and capital replacements to increase system
    capacity
  • Create a Master Plan sequencing CAP improvement
    projects

3
Hayden-Rhodes Aqueduct
The Hayden-Rhodes Aqueduct is the section of
canal between the Colorado River and Salt Gila PP
4
Feasibility Study Scope
  • Identify and review alternatives for expansion of
    major components to 3600 cfs
  • Canal Lining/Check Structures
  • Siphons
  • Tunnels
  • Pumping Plants
  • Drainage and Transportation Crossings
  • Provide preliminary cost estimates for capacity
    improvements
  • Provide recommendations/priority for capacity
    projects

5
Canal Lining
  • Lining Options
  • Line 21 slope
  • Vertical walls
  • New expanded cross-section
  • Surges Emergency Shutdowns
  • Contain (current design)
  • Spill (potential alternative)
  • Friction
  • Freeboard
  • Earthwork
  • Total cost 135.2 million without crossing
    modifications

6
Lining Alternatives
7
Check Gates
  • Increase gate opening
  • Flow capacity of structure 6000 cfs
  • Additional height to contain surges/increased
    canal volumes
  • Structural modifications
  • 100K per structure

8
Siphons
  • Cunningham (CS01, 3300 cfs)
  • Spillway (1.8 million)
  • Centennial (CS06, 3100 cfs)
  • I-10 Bridges (15 million)
  • Steel liner
  • New secondary siphon (12.7 million)
  • Jack Rabbit Hassayampa (CS12 3400 cfs, CS13
    3200 cfs)
  • Secondary siphons 600 cfs (6.2, 9.7 million)
  • Agua Fria (3500 cfs)
  • No modifications
  • New River (CS19, 3300 cfs)
  • Re-habilitate, tie-in old siphon (5.6 million)
  • Redundancy for users downstream of Lake Pleasant
  • Salt River (CS25, 3500 cfs)
  • Re-habilitate, tie-in old siphon (11.1 million)
  • Redundancy for users downstream of the Salt River

9
Tunnels
  • Burnt Mountain (3400 cfs)
  • Pressurized flow
  • Submergence of Check Structure
  • Required Lining Height
  • Secondary Tunnel (9.8 million)
  • Agua Fria (3400 cfs)
  • Tunnel Lining (3.0 Million)
  • Water Demands

10
Pumping Plants
  • No changes to structure of intakes or discharge
    lines
  • No changes at Bouse PP
  • Impellers at Little Harquhala PP
  • 4 Large units (7.0 Million)
  • 67 cfs each
  • Motors and impellers at Hassayampa (8.2 million)
  • 4 Large units (8.2 Million)
  • 100 cfs each

11
  • Cost Summary
  • Pumping Plants
  • No changes (BSH)
  • Replace 4 Impellers (LHQ)
  • Replace 4 Units (HSY)
  • Siphons
  • Construct 3 New Siphons
  • Refurbish 2 Siphons
  • Tunnels
  • Construct New Tunnel
  • Modify Existing Tunnel
  • Canal
  • Raise Lining for 155 miles
  • Total Cost 230 million

12
Feasibility Study Summary
  • 3600 cfs is Feasible
  • Flow depth in channel will be additional 2 to 2.5
    feet
  • Increase Bouse, Little Harquahala and Hassayampa
    pumping plants by 0, 250, 450 cfs respectively
  • Construct secondary siphons and tunnel(s)
  • Modify check gates, raise lining and address
    aqueduct crossings
  • Total estimated cost 230 million
  • Costs estimated are for design and construction
    only in 2008 dollars

13
Summary of Estimated Costs By Segment
14
Annual Capacity/Maintenance Matrix
Annual Capacity
Peak Flow Capacity
Service Factor
X

Maintenance Excellence Increased Capacity
15
Capacity Improvement Projects
  • Capacity improvements can be made with by
    completing smaller individual projects
  • Not all projects need to be completed to begin
    realizing system capacity benefits
  • Projects that increase seasonal peak capacity or
    maintenance capacity will add to the total annual
    capacity of the system

16
Project Priority List
  • Re-habilitation of New River Siphon (5.6
    million)
  • Segment 3B (Waddell Canal to Salt Gila PP) (33.8
    million)
  • Unit Modifications at Little Harquahala PP and
    Hassayampa PP (15.2 million)
  • Construct Secondary Siphons at Centennial, Jack
    Rabbit and Hassayampa (28.5 million)
  • Remaining Lining and Tunnel Projects (148.6
    million)

17
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18
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