2.7.4 Groundwater in Bangkok

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Groundwater Situation and Groundwater Situation and Land Subsidence Mitigation Land Subsidence Mitigation in in Bangkok Bangkok and and Its Its Vicinity Vicinity Somkid Somkid Buapeng Buapeng Director General of Department Director General of Department of Groundwater Resources of Groundwater Resources Department of Groundwater Resources Department of Groundwater Resources Ministry of Natural Resources and Environment Ministry of Natural Resources and Environment

Transcript of 2.7.4 Groundwater in Bangkok

Page 1: 2.7.4 Groundwater in Bangkok

Groundwater Situation and Groundwater Situation and Land Subsidence Mitigation Land Subsidence Mitigation inin BangkokBangkok

andand ItsIts VicinityVicinity

SomkidSomkid BuapengBuapengDirector General of Department Director General of Department

of Groundwater Resourcesof Groundwater Resources

Department of Groundwater ResourcesDepartment of Groundwater ResourcesMinistry of Natural Resources and EnvironmentMinistry of Natural Resources and Environment

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Location

●T

Colomboand Kandy

Ho Chi Minh

Bandung

Bangkok

Aichi(OwariArea)

OsakaTianjin Tokyo●

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Study Area: Bangkok City &

6 Surrounding Provinces

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Hydrogeology of Bangkok Metropolitan AreaHydrogeology of Bangkok Metropolitan Area

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NORTH

SOUTHMETERS

Phra Pradaeng Aquifer ( 100 m. zone )

Pak Nam Aquifer ( 550 m. zone )Thon Buri Aquifer ( 450 m. zone )

Phaya Thai Aquifer ( 350 m. zone )

Sam Khok Aquifer ( 300 m. zone )Nonthaburi Aquifer ( 200 m. zone )

Nakhon Luang Aquifer ( 150 m. zone )

Bangkok Aquifer ( 50 m. zone )

BangkokPathum ThaniAyuthayaSamut Prakan

Aquifer System of Bangkok AreaAquifer System of Bangkok Area

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Groundwater System

• Bangkok Aquifer System composed of 8 confined aquifers

• Most of groundwater extraction from 3 aquifers at depths 100-250 m (PD, NL, and NB Aquifers)

• Nonthaburi (NB) Aquifer one of the most productive, yielding up to 200 m3/hr of excellent quality water

• Deeper aquifers seldom used by domestic wells

550-m zonePNPak Nam Aquifer

450-m zoneTBThonburi Aquifer

350-m zonePTPhaya Thai Aquifer

300-m zoneSKSam Khok Aquifer

200-m zoneNBNonthaburi Aquifer

150-m zoneNLNakhon Luang Aquifer

100-m zonePDPhra Pradaeng Aquifer

50-m zoneBKBangkok Aquifer

ZoneCodeAquifer

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Groundwater Pumpage in BangkokGroundwater Pumpage in Bangkok

Total Pumpage

Private Pumpage

MWA Pumpage

• Mid-1950’s: extensive use of groundwater started

• Continuous increase in groundwater use until 1997

• According to DGR, in 2004: – Total Groundwater

use = 2.2 MCM/d– Private Pumpage =

1.8 MCM/d

• Private Users are the largest groundwater consumers

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Groundwater Well Distribution in Bangkok Aquifer System

1. Bangkok Aquifer 2. Phra Pradaeng Aquifer 3. Nakhon Luang Aquifer 4. Nonthaburi Aquifer

5. Sam Khok Aquifer 6. Phaya Thai Aquifer 7. Thonburi Aquifer 8. Pak Nam Aquifer

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Groundwater Users

• Agriculture Sector– Relatively small amounts– Used as supplement water

source• Domestic Water Supply

– MWA: reduced use but still using

– PWA: main water source– Private users (w/o access

to water supply services)• Industrial Sector

– Relies heavily on groundwater

Domestic34.17%

Agricultural1.47%

Industrial/ Commercial64.36%

Domestic

Industrial/ Commercial

Agricultural

Total Registered Groundwater Wells per User Sector (Since 1978)

Source: Kasetsart University (for DGR), 2005.

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Current Water Use (Bangkok Water Use)

DOMESTIC = 730 MCM INDUSTRIAL = 772

SURFACE WATER USE = 1,514 MCM GROUNDWATER USE= 176 MCM

TOTAL WATER USE = 1,689 MCM

DOMESTIC = 68 MCM

INDUSTRIAL = 107 MCM

AGRICULTURAL = 0.34 MCM

PUBLIC SUPPLY & OTHERS = 12 MCM

*Three provinces which are being supplied with pipe water by MWA

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GW Use in 3 Provinces, 2003

Industrial sector is the major user

18.29 20.2527.49

30.88

9.42

66.47

0.00

0.02

0.33

0.00

10.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

100.00

Bangkok Nonthaburi Samut Prakan

Province

Gro

undw

ater

use

, MC

M

AgricultureIndustrialDomestic

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Public Water Supply• Metropolitan Waterworks Authority

(MWA)– For Bangkok, Nonthaburi, and Samut

Prakan provinces

• Provincial Waterworks Authority (PWA)– For other provinces; Usually in or

near town centers

• “Village Piped Water Systems (VPWS)”– In rural communities far from town

centers

• “Private Piped Water Systems (PPWS)”– Subdivisions/ housing developments;

Responsibility recently handed over to the government

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Groundwater-Use Impacts• Groundwater Depletion

– Water level drawdown– More difficulty in extracting

water• Land Subsidence

– Over-pumping of groundwater

– Loading and settlement of upper clay layer

– Damage to infrastructure– Flooding– Disturb/deteriorate drainage

systems• Water Quality Deterioration

Areas close to the sea (such as here in Phra Pradaeng) can be subject to tidal floods during extreme high tide (spring tide). Source: UNESCAP, 2002

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Water Level Map of Nakhon Luang (NL)

202530

35

40

4550

12915

18

212456

79

NAKHON LUANG AQUIFER ( 1959 )NAKHON LUANG AQUIFER ( 1959 )

NAKHON LUANG AQUIFER ( 1969 )NAKHON LUANG AQUIFER ( 1969 )

NAKHON LUANG AQUIFER ( 1982 )NAKHON LUANG AQUIFER ( 1982 )

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Recent water level and new cones of depression Recent water level and new cones of depression inin the east and west of Bangkok the east and west of Bangkok (2005)(2005)

20253035

4045

5055 60 65

45

40 35

3025

25 2520

15

15

10

105

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Year

Wat

er L

evel

(met

er)

BK02PD17NL34NB27

Water Level of NB, NL , PD and BK Aquifers at Water Level of NB, NL , PD and BK Aquifers at

Department of Mineral Resources ,BangkokDepartment of Mineral Resources ,Bangkok

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Water Level of Three Major Aquifers at Water Level of Three Major Aquifers at Eastern Part of BKK : Eastern Part of BKK : SSamut Prakarn

Year

Wat

er L

evel

(m)

1977 1979 1981 1983 1985 1987 1989 1991 1993 1995 1997 1999 2001 2003

70

60

50

40

30

20

NL3

NB9

PD38

2005 2007

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Water Level of Three Major Aquifers at Water Level of Three Major Aquifers at Western Part of BKK : Western Part of BKK : SamutSamut SakornSakorn

PD18NL32NB25

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Land Subsidence in Bangkok

- In 1969, the occurrence of land subsidence in Bangkok and metropolitan area were noticed because of crack buildings and stairs separated from building.

- Well head in some area gradually extruded every year.- Flooding.

Areas close to the sea (such as here in PhraPradaeng) can be subject to tidal floods during extreme high tide (spring tide). Source: UNESCA2002

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Abandon well head which is effected by land subsidence. The difference between a recent road level and a previous road level.The rate of land subsidence is about 1.25 meter(during 1980-2003).

Newly made road levelAbandon well head

Previous Road level

The difference between recent road level and previous road level at one location in Bangkok.

Subsidence of original road level

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Land subsidenceLand subsidenceThe decreasing of groundwater levelhas effected to land subsidence asshow in the picture below.

The maximum load subsidence rate was more than 10 centimeters per year during1978-1981 at Ramkamhaeng University.

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Land Subsidence 1997Land Subsidence 1997

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Recent rate of subsidence in Bangkok Recent rate of subsidence in Bangkok and its vicinity and its vicinity (2005).(2005).

Elevation (meter)

Land subsidence rate 2-3 cm./yrLand subsidence rate 3-5 cm./yr

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Groundwater Management

• 1. Institutional of Arrangement

• 2. Groundwater Resources Evaluation

• 3. Groundwater Act of 1997

• 4. Mitigation of Groundwater Crisis and Land

Subsidence

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1. Institutional of Arrangement

Ministry of Natural

Resources and Environment

Department of Groundwater

Resources

Groundwater Control &

Legislation

Groundwater Conservation & Restoration

GroundwaterPotential

Assessment

Groundwater Exploration & Mapping

GroundwaterDrilling

Provincial Groundwater

Control Offices

Regional Groundwater

Offices

Royal Thai Survey Department (Ministry of Defense)

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2. Groundwater Resources Evaluation

• Aquifer Evaluation

• Sustainable Yield

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3. Groundwater Act

• Groundwater Act of 1977

and Amendments in 1992 & 2003

• Control Drilling and Pumpage

• Groundwater charge since 1985

• Groundwater fee

• Groundwater Conservation fee

• Groundwater Fund

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1.Groundwater Use Charge / cu.m.

1985 : 1.0 ฿ (0.03 $) (6 provinces)

1994 : 3.5 ฿ (0.09 $) (all provinces)

2000-2003 : 3.5 to 8.5 ฿ (0.09 to 0.21 $) (7 provinces)

2.Groundwater Conservation Charge

2004-2006 : 1 to 8.50 ฿ (0.03 to 0.21 $) (7 provinces)

Total Groundwater Charge = 0.42 $

Groundwater Charge

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• Critical Areas

• Strictly Control of Groundwater Pumpage

• Establishing Groundwater and Land Subsidence

Monitoring Networks

• Stakeholders Meeting for Groundwater Management

Policies and Measures

4. Mitigation of Groundwater Crisis and

Land Subsidence

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In 1983: Mitigation of Groundwater Crisis and In 1983: Mitigation of Groundwater Crisis and Land Subsidence in Bangkok MetropolisLand Subsidence in Bangkok Metropolis

Critical Areas:

Critical Zone 1:

Subsidence rate > 10 cm/yr

Critical Zone 2:

Subsidence rate 5-10 cm/yr

Critical Zone 3:

Subsidence rate < 5 cm/yr

123

3

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Critical Zone in 1995Critical Zone in 1995

Critical Zone 1:Land subsidence rate > 3 cm./yrWater level decline > 3 m./yr

Critical Zone 2: Land subsidence rate 1-3 cm./yrWater level decline 2-3 m./yr

Critical Zone 3: Land subsidence rate 1 cm./yrWater level decline 2 m./yr

1

1

2

3

3

2 1

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Groundwater monitoring stations Groundwater monitoring stations

• 1978 First Established60 observation wells

• In 1985, 258 observation wells

• At present, 521 observation wells(163 stations)

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Water level from three major aquifers Water level from three major aquifers and total land subsidence and total land subsidence atatRamkamhaengRamkamhaeng UniversityUniversity. .

PD : aquifer depth 100 metersPD : aquifer depth 100 metersNL : aquifer depth 150 metersNL : aquifer depth 150 metersNB: aquifer depth 200 metersNB: aquifer depth 200 meters

LLandand

SSubsidence

ubsidence

1st 2nd0.09 $ 0.2 $ 0.42 $

Crit. Zone Crit. Zone

0.03 $

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National Plan for Groundwater Projects

• Conjunctive Use

• Aquifer Storage and Recovery (ASR) Projects

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Conclusions

• Declining Rate of land subsidence and water level in recent years due to the successful of implementation of

• Control of groundwater use.

• Economic measure.

• The two new areas of land subsidence are carefully controlled.

• The important tool for groundwater management is groundwater and land subsidence monitoring system.

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Thank you for your attention

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Objective of the Remedial Objective of the Remedial Measures:Measures:

1.1. Reduce the water level Reduce the water level declining rate to achieve declining rate to achieve recovery of the near original recovery of the near original level.level.

2. Slow the rate of land 2. Slow the rate of land subsidence.subsidence.