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Improving Accessibility to Potable Water in Yuu, Ecuador › ~dwatkins › idesign09 › 2012 ›...

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1/11/2013 1 Improving Accessibility to Potable Water in Yuu, Ecuador Noah Buikema Noah Buikema Bradley Hildebrand Victoria Reuvers Kathryn Valenzuela Outline Introduction Define the Problem History Data Collection Methods Preliminary Design Conclusions Questions
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Page 1: Improving Accessibility to Potable Water in Yuu, Ecuador › ~dwatkins › idesign09 › 2012 › Final Presentation TPB.pdfTabab ele 2: Cost Estst ate o a Wate Co ect o imate of Rain

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Improving Accessibility to Potable Water in Yuu, Ecuador

Noah BuikemaNoah BuikemaBradley HildebrandVictoria ReuversKathryn Valenzuela

Outline

• Introduction• Define the Problem • History• Data Collection• Methods • Preliminary Design• Conclusions• Questions

Page 2: Improving Accessibility to Potable Water in Yuu, Ecuador › ~dwatkins › idesign09 › 2012 › Final Presentation TPB.pdfTabab ele 2: Cost Estst ate o a Wate Co ect o imate of Rain

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Introduction

• Located in Amazonias Region of Ecuador▫ Between Macas and Puyo

• Community lies on a ridge approximately one mile from large river

• Ninety percent of homes are visible from main highway

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Community Dynamics

Defining the Problem

• Procedure▫ Community Meeting▫ Interviewing families▫ Examining community’s needs vs. desires Struggles during dry season to obtain potable water

C b t hild Concerns about children

• Problem Statement▫ “Improving sustainable accessibility to potable

water”

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History

• Pre-existing System• Pump Problems▫ Lack of Adequate Flow▫ Incorrect Pump Size ▫ Diesel Fuel

• Piping • Tank• Lack of Maintenance

Design Options• Distribution Systemy

• Rain Water Harvesting System

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Data Collection

• Consumption/Population Demographics

• Surveying

• Water Quality/Turbidityy/ y

• Stream Bed Analysis

• Flow Data at current sources

Data Collection• Water Consumption/ Population Demographics

Coordinates S01 52.506

W077 48.636

Elevation 2797

Picture 508 514

Population 4

Tank No

Water Source Rainwater PondL4‐6

N t

House L5

Notes:

3) Collect in Small Buckets

1) Cooks outside

2)Wash and bathe in 

pond L4‐6

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Data Collection

• Surveying

Equation  : HI + Shot =

Station "+ or ‐ (ft)" Elev (ft.)Feet Inches Converge (ft) Feet Inches Converge (ft)

0+00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3024.00R3´OS0+00 5.00 5.13 5.43 4.00 10.00 4.83 0.59 3024.59L3´OS0+00 5.00 5.13 5.43 5.00 11.63 5.97 ‐0.54 3023.46

HI Shot

ROAD SURVEY DATA GATHERED FROM YUU, ECUADOR (5‐6‐12 thru 5‐8‐12)

Data Collection

• Water Quality/Turbidity

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Data Collection

• Stream Bed Analysis

Data Collection

• Flow Data

Average Flow

0.5 ft3/sec

43,000 ft3/day

1,221,000 liters/day

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Preliminary Design

Cost Estimate

Table 1: Cost Estimate for Yuu, Ecuador Piping Projectp g j

Material Cost of Materials ( U.S. $)

2'' Pipe (in ft) $ 7000

Pipe Connections $ 2800

Tees $ 43

Overhead (20%) $ 2000Overhead (20%) $ 2000

Pump 1 $ 9000

Pump 2 $ 4000

Total $ 25,000.00

*Assume no transportation cost*

Page 9: Improving Accessibility to Potable Water in Yuu, Ecuador › ~dwatkins › idesign09 › 2012 › Final Presentation TPB.pdfTabab ele 2: Cost Estst ate o a Wate Co ect o imate of Rain

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Concerns

• Sustainability• Ownership• Insufficient Flow• Pipe Breaks• Cost▫ Capital▫ Operational and Maintenance

Final Design- Rain Water Harvesting

Monthly Average Precipitation for Puyo, Ecuador

6

8

10

12

14

16

18

n (

inch

es

pe

r m

on

th)

Month

0

2

4

Pre

cip

ita

tio

n

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Overall Rainfall Harvesting System Design

• Modeled for generic Modeled for generic house

• Components▫ Gutters▫ Filtration apparatuspp▫ Storage tank

Gutters

• 6” PVC pipe

• Gutter hangers▫ Wood

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Filtration Apparatus

• Funnel▫ Coarse Screen▫ Fine Screen▫ Notched

• First Flush DeviceB ll S l▫ Ball Style

▫ Purge contaminants from roof

http://www.aquabarrel.com/product_downspout_filters_first_flush_inline.php

Prototype

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Storage Tank

• DimensionsDimensions▫ Height = 1.5 m ▫ Diameter = 2.2 m

• Characteristics▫ Ferro Cement Wire Rebar

▫ 5500 L

Tank Size DeterminationLiters/Person Frequency

0‐10 0.00

10 20 0 00* 70% of rainwater is 

harvested

Assumptions:

10‐20 0.00

20‐30 24.00

30‐40 0.00

40‐49 0.00

50 341.00

Reliability = 100.0%

Target Range

*

harvested

Conserve percent is 

when the household will 

begin to use 20 liters per 

day instead of 50 liters 

per day

Roof Area = 2500.00 sft

Tank Size = 5500.00 Liters

Household = 6 People

Conserve %= 40%

Inputs

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Cost EstimateTable 2: Cost Estimate of Rain Water Collection Systemab e : Cost st ate o a Wate Co ect o Syste

FERROCEMENT TANK $ 75

WATER FILTRATION UNITS $ 12

GUTTER SYSTEM $ 74

*Assumption: No labor cost incurred*

TOTAL COST PER HOUSE $ 193

TOTAL COST FOR COMMUNITY $7,500

Sustainability• Why does this design work?

▫ Engineering Aspects Low maintenance Low cost Utilizes precipitation

▫ Cultural Aspects▫ Cultural Aspects Ownership Local materials Basic system; hands off Ability to replicate design

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Future Steps

• Research for funding: 6 monthsResearch for funding: 6 months• Order supplies and materials: 2 weeks• Begin construction of rainwater harvesting systems:

2 months

Conclusions• Improving accessibility to potable water for all

community members

• Creating a sustainable design that is economically and socially appropriate

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Acknowledgements

• Dr. Remigio Gallaraga• Dr. Kurt Paterson• Dr. Dave Watkins• Carol Andrade• Daniel ArciniegaDaniel Arciniega• Nataly Quelal• Francisco Ramirez -Tapia

QUESTIONS?


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