integrated approach for assessing the characteristic of groundwater recharge in basin scale hsin-fu...

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Integrated Approach for Assessing the Characteristic of Groundwater Integrated Approach for Assessing the Characteristic of Groundwater Recharge in Basin Scale Recharge in Basin Scale Hsin-Fu Yeh*, Cheng-Haw Lee, Kuo-Chin Hsu Department of Resources Engineering, National Cheng Kung University, Tainan 701, Taiwan (*Corresponding author: [email protected]) 2. Assessment of the Groundwater Recharge Potential Zone [Yeh et al. 2009] 1. Introduction An integrated approach is presented for the assessment the characteristic of groundwater recharge using remote sensing (RS), geographic information system (GIS), stable-base-flow (SBF) analysis, and environmental stable isotopes techniques considering Chih-Pen Creek basin, southeast Taiwan as a study area. First, the RS and GIS techniques are used to integrate five contributing factors: lithology, land cover/land use, lineaments, drainage, and slope. The weights of factors contributing to the groundwater recharge are derived using aerial photos, geological maps, a land use database, and field verification. Second the SBF is established to estimate the groundwater recharge in mountainous basin scale. The concept of the SBF is to use the base-flow separation from the total streamflow discharge to obtain a measure of groundwater recharge. Finally, stable isotopes of oxygen and hydrogen are used to evaluate the sources of groundwater and seasonal contributions of precipitation to groundwater recharge in basin. . Fig. 3 The interactive influence of factors concerning recharge property. Table 1 Relative rates for each factor. Influencing Factor C alculate Process R elative R ates Lithology 3(1.0)= 3.0 3.0 Land cover/land use 1(1.0)+ 3(0.5)= 2.5 2.5 Lineam ents 2(1.0)= 2.0 2.0 Drainage 1(1.0)+ 1(0.5)= 1.5 1.5 Slope 1(1.0)+ 1(0.5)= 1.5 1.5 10.5 PS. Major effect (1.0) Minor effect (0.5) Influencing Factor C alculate process Proposed w eight ofeffect Lithology 100×(3/10.5) 29 29 Land cover/land use 100×(2.5/10.5) 24 24 Lineam ents 100×(2/10.5) 19 19 D rainage 100×(1.5/10.5) 14 14 Slope 100×(1.5/10.5) 14 14 100 Table 2 Score of each recharge potential factor. Factor D om ain ofeffect Proposed w eightofeffect Slope gradient 55-90° 35-55° 15-35° 0-15° 4 7 11 14 Drainage density 0.0-1.5(segm entper1km 2 ) 1.5-3.0 3.0-4.5 >4.5 4 7 11 14 Lineam entdensity 0.0-0.4(lineamentper1km 2 ) 0.4-0.8 0.8-1.2 6 13 19 Land cover/land use Building Forest Agriculturalland Surface w aterbody orriverchannel 6 12 18 24 Lithology Shale,Slate,PhylliteB lack schist Phyllite interm ixed with quartz sandstone M arble Gravelly sand 7 15 22 29 A erialPhotosC ollection A erialPhotosA nalysis G eological Interpretation Lineam ent Interpretation Land U se Interpretation G IS Processing (D igitized and Building D atabase) Them atic M aps Land U se SlopeM ap D rainage D ensity Lithology Lineam ent D ensity G IS Processing (SpatialA nalysis) G roundw ater PoentialZone M ap -2 0 -1 6 -1 2 -8 -4 0 4 -1 6 0 -1 2 0 -8 0 -4 0 0 4 0 -2 0 -1 8 -1 6 -1 4 -1 2 -1 0 -8 -6 -4 -2 0 2 4 O(% o ) -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 D(% o ) 18 18 w etseason dry season dry season -16 -15 -14 -13 -12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 18 O (% O ) -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 D (% O ) 18 O (% O ) D (% O ) 0 50 100 150 200 250 300 350 400 450 500 A m o u n t (m m) P recip itatio n E vap otran sp iratio n 20 22 24 26 28 30 T em p e ratu re ( o C) T em p eratu re d-excess( % o ) d eu teriu m excess averag e v a lu e 25 20 15 10 5 0 Jan Feb M ar A pr M ay Jun Jul A ug Sep O ct N ov D ec Fig. 1 Location of the study area. Fig. 2 Methodology flowchart for the groundwater potential zone. Table 3 Categorization of factors influencing recharge potential in the Chih-Pen Creek basin. Fig. 4 GIS technology used in spatial integration and analysis to demarcate basin groundwater recharge potential zone. 3. Estimating Groundwater Recharge [Yeh et al. 2007] Fig. 5 The diagram of the stable- base-flow analysis Fig. 8 The location of the study region. Sampling sites of precipitation (circles), river water (squares), and groundwater (triangles) samples are shown. Fig. 6 Result of monthly mean base-flow separation at Chih-Pen gauging station of Chih-Pen Creek basin, 1980- 2007. Fig. 7 Result of stable-base-flow analysis. 4. Groundwater recharge sources evaluation [Yeh et al. 2011] Fig. 9 Plot of δD versus δ 18 O for precipitation samples. GMWL and LMWL represent the global meteoric water line of Craig (1961) and local meteoric water line, respectively. Fig. 10 A comparison of seasonal changes of δ 18 O, δD, d-values, precipitation, evapotranspiration, and temperature. A B A B A B A B A B C(V V) AV BV V V C A B A(1 X) BX V V V V where A is the precipitation stable isotope value of the basin; B is the river water stable isotope value of the mountain watershed; C is the groundwater stable isotope value of the basin; V A is the amount of precipitation; V B is the amount of river water; X is the recharge proportion of river water; and (1-X) is the recharge proportion of precipitation. Mass Balance Analysis 5. Summary and Conclusions In this study, an integrated approach for assessing the characteristic of groundwater recharge using RS, GIS, SBF, and environmental stable isotopes techniques has been proposed in the Chih-Pen Creek basin, southeast Taiwan. First, this study produced a groundwater recharge potential map of the mountainous basin. The results indicate that the most effective groundwater recharge potential zone is located downstream. In this region, the gravelly stratum and agricultural land have a high infiltration ability. Additionally, the concentration of drainage also indicates the ability of streamflow to recharge the groundwater system. The upstream region is least effective for groundwater recharge, mainly due to its metamorphic limestone. Second this study has used the water balance conceptual model in a mountainous basin to estimate the groundwater recharge. This study used base-flow record estimation of streamflow information to carry out groundwater recharge calculations of the mountainous watershed. From the results of base-flow separation, the stable-base-flow days of each basin cannot be obtained, leading to a higher result of the estimated groundwater recharge. Finally, this study examined the stable isotopic References Yeh H. F., C. H. Lee, and K. C. Hsu (2011), Oxygen and hydrogen isotopes for the characteristics of groundwater recharge: a case study from the Chih-Pen Creek basin, Taiwan, Environmental Earth Sciences . 62, pp.393-402. Yeh H. F., C. H. Lee, K. C. Hsu, and P. H. Chang ( 2009), GIS for the Assessment of Groundwater Recharge Potential Zone, Environmental Geology, 58, pp.185-195. Yeh H. F., C. H. Lee, J. F. Chen, and W. P. Chen ( 2007), Estimation of Groundwater Recharge Using Water Balance Model, Water Resources, 34(2), pp.171-180.

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Page 1: Integrated Approach for Assessing the Characteristic of Groundwater Recharge in Basin Scale Hsin-Fu Yeh*, Cheng-Haw Lee, Kuo-Chin Hsu Department of Resources

Integrated Approach for Assessing the Characteristic of Groundwater Recharge in Basin ScaleIntegrated Approach for Assessing the Characteristic of Groundwater Recharge in Basin Scale

Hsin-Fu Yeh*, Cheng-Haw Lee, Kuo-Chin Hsu

Department of Resources Engineering, National Cheng Kung University,

Tainan 701, Taiwan (*Corresponding author: [email protected])

2. Assessment of the Groundwater Recharge Potential Zone [Yeh et al. 2009]

1. Introduction An integrated approach is presented for the assessment the characteristic of groundwater recharge using remote sensing (RS), geographic information system (GIS), stable-base-flow (SBF) analysis, and environmental stable isotopes techniques considering Chih-Pen Creek basin, southeast Taiwan as a study area. First, the RS and GIS techniques are used to integrate five contributing factors: lithology, land cover/land use, lineaments, drainage, and slope. The weights of factors contributing to the groundwater recharge are derived using aerial photos, geological maps, a land use database, and field verification. Second the SBF is established to estimate the groundwater recharge in mountainous basin scale. The concept of the SBF is to use the base-flow separation from the total streamflow discharge to obtain a measure of groundwater recharge. Finally, stable isotopes of oxygen and hydrogen are used to evaluate the sources of groundwater and seasonal contributions of precipitation to groundwater recharge in basin.

.

Fig. 3 The interactive influence of factors concerning recharge property.

Table 1 Relative rates for each factor.

Influencing Factor Calculate Process Relative Rates

Lithology 3(1.0)= 3.0 3.0

Land cover/ land use 1(1.0)+ 3(0.5)= 2.5 2.5

Lineaments 2(1.0)= 2.0 2.0

Drainage 1(1.0)+ 1(0.5)= 1.5 1.5

Slope 1(1.0)+ 1(0.5)= 1.5 1.5

10.5

PS. Major effect (1.0);Minor effect (0.5)

Influencing Factor Calculate process Proposed weight

of effect

Lithology 100×(3/10.5)≒ 29 29

Land cover/ land use 100×(2.5/10.5)≒ 24 24

Lineaments 100×(2/10.5)≒ 19 19

Drainage 100×(1.5/10.5)≒ 14 14

Slope 100×(1.5/10.5)≒ 14 14

100

Table 2 Score of each recharge potential factor.

Factor Domain of effect Proposed weight of effect

Slope gradient 55-90° 35-55° 15-35° 0-15°

4 7 11 14

Drainage density 0.0-1.5(segment per 1km2) 1.5-3.0 3.0-4.5 >4.5

4 7 11 14

Lineament density 0.0-0.4(lineament per 1km2) 0.4-0.8 0.8-1.2

6 13 19

Land cover/land use Building Forest Agricultural land Surface water body or river channel

6 12 18 24

Lithology Shale, Slate, PhylliteBlack schist Phyllite intermixed with quartz sandstone Marble Gravelly sand

7 15 22 29

Aerial Photos Collection

Aerial Photos Analysis

Geological Interpretation

Lineament Interpretation

Land Use Interpretation

GIS Processing(Digitized and Building Database)

Thematic Maps

Land Use Slope MapDrainageDensity

Lithology LineamentDensity

GIS Processing(Spatial Analysis)

Groundwater Poential Zone Map

-20 -16 -12 -8 -4 0 4

-160

-120

-80

-40

0

40

-20 -18 -16 -14 -12 -10 -8 -6 -4 -2 0 2 4

O (% o)

-160

-140

-120

-100

-80

-60

-40

-20

0

20

40

D(%

o)

18

18

wet seasondry season dry season

0 1 2 3 4 5 6 7 8 9 10 11 12 13

-16-15-14-13-12-11-10

-9-8-7-6-5-4-3-2-10

18 O

(%

O)

0 4 8 12

Month

-80

-70

-60

-50

-40

-30

-20

-10

0

10

20

30

40

D (

%O

)

1 8 O (% O )

D (% O )

0 1 2 3 4 5 6 7 8 9 10 11 12 13

0

50

100

150

200

250

300

350

400

450

500

Am

ou

nt

(mm

)

0 4 8 12

Month

PrecipitationEvapotranspiration

0 4 8 12

20

22

24

26

28

30

Tem

per

atu

re (

oC

)

Tem perature

0 1 2 3 4 5 6 7 8 9 10 11 12 13

0

5

10

15

20

25

0 4 8 12

Month

0

5

10

15

20

25

d-e

xces

s(%

o)

deuterium excessaverage value

25

20

15

10

5

0

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

Fig. 1 Location of the study area.

Fig. 2 Methodology flowchart for the groundwater potential zone.

Table 3 Categorization of factors influencing recharge potential in the Chih-Pen Creek basin.

Fig. 4 GIS technology used in spatial integration and analysis to demarcate basin groundwater recharge potential zone.

3. Estimating Groundwater Recharge [Yeh et al. 2007]

Fig. 5 The diagram of the stable-base-flow analysis

Fig. 8 The location of the study region. Sampling sites of precipitation (circles), river water (squares), and groundwater (triangles) samples are shown.

Fig. 6 Result of monthly mean base-flow separation at Chih-Pen gauging station of Chih-Pen Creek basin, 1980-2007.

Fig. 7 Result of stable-base-flow analysis.

4. Groundwater recharge sources evaluation [Yeh et al. 2011]

Fig. 9 Plot of δD versus δ18O for precipitation samples. GMWL and LMWL represent the global meteoric water line of Craig (1961) and local meteoric water line, respectively.

Fig. 10 A comparison of seasonal changes of δ18O, δD, d-values, precipitation, evapotranspiration, and temperature.

A B A B

A B

A B A B

C(V V ) AV BV

V VC A B A(1 X) BX

V V V V

where A is the precipitation stable isotope value of the basin; B is the river water stable isotope value of the mountain watershed; C is the groundwater stable isotope value of the basin; VA is the amount of precipitation; VB is the amount of river water; X is the recharge proportion of river water; and (1-X) is the recharge proportion of precipitation.

Mass Balance Analysis

5. Summary and Conclusions In this study, an integrated approach for assessing the characteristic of groundwater recharge using RS, GIS, SBF, and environmental stable isotopes techniques has been proposed in the Chih-Pen Creek basin, southeast Taiwan. First, this study produced a groundwater recharge potential map of the mountainous basin. The results indicate that the most effective groundwater recharge potential zone is located downstream. In this region, the gravelly stratum and agricultural land have a high infiltration ability. Additionally, the concentration of drainage also indicates the ability of streamflow to recharge the groundwater system. The upstream region is least effective for groundwater recharge, mainly due to its metamorphic limestone.Second this study has used the water balance conceptual model in a mountainous basin to estimate the groundwater recharge. This study used base-flow record estimation of streamflow information to carry out groundwater recharge calculations of the mountainous watershed. From the results of base-flow separation, the stable-base-flow days of each basin cannot be obtained, leading to a higher result of the estimated groundwater recharge. Finally, this study examined the stable isotopic composition of precipitation, river water, and groundwater in the Chih-Pen Creek basin. The results show that 79% of the groundwater in the study basin is derived from river water of the mountain area and 21% is from the meteoric water in the plain area. This indicates that the groundwater of the basin is mainly recharged from river water of mountain basins.

References Yeh H. F., C. H. Lee, and K. C. Hsu (2011), Oxygen and hydrogen isotopes for the characteristics of groundwater recharge: a case study from the Chih-Pen Creek basin, Taiwan, Environmental Earth Sciences. 62, pp.393-402. Yeh H. F., C. H. Lee, K. C. Hsu, and P. H. Chang (2009), GIS for the Assessment of Groundwater Recharge Potential Zone, Environmental Geology, 58, pp.185-195. Yeh H. F., C. H. Lee, J. F. Chen, and W. P. Chen (2007), Estimation of Groundwater Recharge Using Water Balance Model, Water Resources, 34(2), pp.171-180.