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Service area coverage

0%

0%

20%

40%

60%

1108050

Mesjid Raya

0

0

506

1,227

1,982

1108060

Darussalam

0

0

602

1,459

2,358

1108061

Baitussalam

0

0

580

1,405

2,271

Service area coverage

20%

40%

50%

60%

60%

1108030

Indrapuri

424

1,005

1,479

2,151

2,317

1108031

Kuta Cot Glie

274

649

955

1,389

1,496

1108040

Seulimeum

474

1,120

1,644

2,391

2,576

1108041

Kota Jantho

198

400

490

712

767

in m3 per day

1,370

3,174

6,255

10,734

13,767

in liter per second

16

37

72

124

159

If at a later stage, a larger flow is really required, i.e. when the actual demand exceeds 100 liter per second, a second catchment area can be realized at Krueng Inong, Jantho, at a distance of approximately 5km from the existing intake area (approximate coordinates E 785,960; N 580,810).

180

180

Jantho service area

3. BASE FLOW CAPACITY

Initial observations at Krueng Mountala indicate a dry weather base flow at the existing intakes of some 0.200m3/s (see chapter 2.8 below). An extraction of 50% should be environmentally acceptable and technically feasible.

KRUENG MOUNTALA WATER SUPPLY FEASIBILITY STUDY

160

2007

2008

2010

2015

2020

120

140

160

180

180

Airport City and Krueng Raya service area

140

Table 1 Demand Forecast, Population Projection (From Aceh Besar Infrastructure Outline Plan, ESP, February 2006)

Specific consumption in liter per capita and day

120

No

Kecamatan

Jantho service area

Specific consumption in liter per capita and day

Projected water demand

ENVIRONMENTAL SERVICES PROGRAM WWW.ESP.OR.ID

2

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