CERRO ORTIGA II Pluma Inc. Claire Bradford Hailey Goupille Ruth - - PowerPoint PPT Presentation

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CERRO ORTIGA II Pluma Inc. Claire Bradford Hailey Goupille Ruth - - PowerPoint PPT Presentation

CERRO ORTIGA II Pluma Inc. Claire Bradford Hailey Goupille Ruth Oppliger OUTLINE Pluma Inc. background Problem description Gravity-fed water system background Community background Final design Cost estimate


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SLIDE 1

CERRO ORTIGA II

Pluma Inc. Claire Bradford Hailey Goupille Ruth Oppliger

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SLIDE 2

OUTLINE

Pluma Inc. background

Problem description

Gravity-fed water system background

Community background

Final design

Cost estimate

Construction schedule

Conclusion

Questions

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SLIDE 3

MISSION STATEMENT

To design a water distribution system to meet the needs of the Cerro Ortiga II community members and provide knowledge of engineering water systems to assist the community in implementing the project. Pluma Inc. designs for the sustainable, economical, social, and the health and safety needs of the Cerro Ortiga II community.

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SLIDE 4

PROBLEM DESCRIPTION

 Design gravity-fed water system  Provide clean water for:

 78 people  13 homes

 Redesign previous infrastructure  Maximum budget: $8,000

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SLIDE 5

GRAVITY FED WATER SYSTEM

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SLIDE 6

COMMUNITY BACKGROUND

 Ngöbe-Buglé Comarca  Population Size: 600 citizens  Area:15-20 mi2  Terrain

 Steep Hills  Trail Condition  Heavy Rain

 Remote Location

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SLIDE 7
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SLIDE 8

EDUCATION

 Points System  Cost of Attendance:

$5/year

 Classroom Environment  On Site: K-9th  Off Site: 10th-12th  Monday-Thursday: 8am-

12pm

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SLIDE 9

WORK LIFE

 Subsistence agriculture

 Corn, cacao, yucca, plantains, coffee, bananas, rice

 Hand-made items  Stores on site  Salary jobs

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SLIDE 10

TRADITION AND COMMUNITY LIFE

 Men and Women are equal  Child-bearing begins at a young age  Unions vs. Marriage  Heavily hunted area  No running water  House Structure

 Thatched roof  Dirt floors

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SLIDE 11

GOVERNMENT AID

 $120/month per family  $80/year for school supplies  Free health clinic

 Every 3 months  Dental, check-ups, testing,

vaccinations

 Ministry of Health (MINSA)

 Previous water system

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SLIDE 12

CHALLENGES

 Lack of structure and maintenance on

water system

 Limited access to materials  High cost for community  Lack of knowledge of water system  Interference from community members  Community lacks a sense of ownership

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SLIDE 13

SURVEY TECHNIQUES

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SLIDE 14

WATER QUALITY

Quality T est Number

  • f

Coliforms 1 19 2 9 3 4 4 12 5 14 Avg. 11.6

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SLIDE 15

FLOW RATE AND DEMAND

 Source: Ground spring  Flow Rate: 1.13gpm  Total:1,600 gallons/day  Allowable water usage: 20

gallons/person/day

 World Health Organization

 Minimum of 5 gallons/person/day for Basic

Water Access

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SLIDE 16

OLD SYSTEM

Spring Box Holding Tank Chlorinator

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SLIDE 17

FINAL DESIGN

Final Design

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SLIDE 18

SYSTEM OUTLINE

Spring Box Rainwater Catchment Chlorinator Holding Tank Air Valve Pressure Reducing System Pipe Crossing Yay Tap Stand

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SLIDE 19

SPRING BOX

Old Infrastructure New Design

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SLIDE 20

Spring Box Rainwater Catchment Chlorinator Holding Tank Air Valve Pressure Reducing System Pipe Crossing Yay Tap Stand

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SLIDE 21

RAINWATER CATCHMENT

 System for laundry area  Area will be dammed  Roof area: 25 ft2  Captures an average of 170

gallons/month

 Materials:

 Corrugated PVC  4 x 4 Wooden Posts

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SLIDE 22

Spring Box Rainwater Catchment Chlorinator Holding Tank Air Valve Pressure Reducing System Pipe Crossing Yay Tap Stand

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SLIDE 23

CHLORINATOR

 Recommend: Insert 3 tablets every 1-2 weeks  Tablets:

 200 grams  3 inch in diameter  70-90% available free chlorine

 Tablet dissolution rate: 5-7 days

 Study flowrate:12 gpm  Cerro Ortiga flowrate:1.13 gpm

 Cost: $25

 15 tablets/visit

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SLIDE 24

Spring Box Rainwater Catchment Chlorinator Holding Tank Air Valve Pressure Reducing System Pipe Crossing Yay Tap Stand

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SLIDE 25

HOLDING TANK

Old Infrastructure

 4,500 gallon

New Design

 2,000 gallons

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SLIDE 26

Spring Box Rainwater Catchment Chlorinator Holding Tank Air Valve Pressure Reducing System Pipe Crossing Yay Tap Stand

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SLIDE 27

PIPELINE

 T

  • tal Pipeline: 8,180 ft (1.5 miles)

 Main Line: 2,500 ft  Pipe Diameter

 1.5 inch on main line  1 inch on branches

 Pipe material is SDR 26

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SLIDE 28

Spring Box Rainwater Catchment Chlorinator Holding Tank Air Valve Pressure Reducing System Pipe Crossing Yay Tap Stand

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SLIDE 29

AIR VALVE

 Air blockages can occur within a

gravity fed water system

 Changes in elevation  High pressures  Air valve will be placed on

Louisa’s branch

 The valve is closed when the

system is running normally

http://plastomatic.com/arv.html

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SLIDE 30

Spring Box Rainwater Catchment Chlorinator Holding Tank Air Valve Pressure Reducing System Pipe Crossing Yay Tap Stand

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SLIDE 31

PRESSURE REDUCING VALVE/PRESSURE BREAK TANK

 High pressures occur at the lower

end of the system

 Overall elevation change of 375

feet

 Pressures between 100 and 150 psi  Pressure release valve  Reduces pressure to 25 to 75 psi  Pressure break tank  Reduces pressure to atmospheric

http://www.homedepot.com/p/Watts-3-4-in-Brass-FPT

  • x-FPT
  • Pressure-Reducing-Valve-3-4-LF25AUB-Z3/202922385

2 ft. 2 ft. 2 ft.

  • verflow
  • utlet
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SLIDE 32

Spring Box Rainwater Catchment Chlorinator Holding Tank Air Valve Pressure Reducing System Pipe Crossing Yay Tap Stand

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SLIDE 33

PREVIOUS PIPE CROSSING

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SLIDE 34

PIPE CROSSINGS

Crossing Length of Span (ft) T

  • tal

T ension (lbs) 1 38 395 2 83 985 3 26 250 4 25 233 5 34 322

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SLIDE 35

Spring Box Rainwater Catchment Chlorinator Holding Tank Air Valve Pressure Reducing System Pipe Crossing Yay Tap Stand

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SLIDE 36

TAP STANDS AND SHUT OFF VALVES

 13 tap stands  4 x 4 wooden post  Hose clamps  Globe valves  5 shut off valves  Used for maintenance

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SLIDE 37

COST ESTIMATE

Item Cost

Pipeline $3,500 Pressure ReducingValve $180 Air Valve $30 Tanks $1,800 Pipe Crossings $700 Chlorinator $25 Rainwater Catchment $65 Taps $100 Transportation $400 Equipment $400 TOTAL $7,200

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SLIDE 38

CONSTRUCTION SCHEDULE

 Start date: August 1, 2017  End date: November 1, 2017  Spring box: 7 days  Holding tank: 7 days  Pressure reducing valve/Pressure break tank: 1-6 days  Pipeline: 41 days  Laundry area: 6 days

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SLIDE 39

CONCLUSION

 Next Steps:

 Apply for grant  Transport materials  Begin construction  Continual maintenance

 Recommendations

 Formal water committee  Monthly meetings  Delegate maintenance

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SLIDE 40

Questions?