Guidebook to studies of land subsidence due to ground-water withdrawal
Prepared for the International Hydrological Programme, Working Group 8.4
Joseph F. Poland, Chairman and Editor
The designations employed and the presentation o f the material i n t h i s publication do not imply the expression o f any opinion whatsoever on the p a r t o f the publishers concerning the l e g a l status o f any country o r t e r r i t o r y , or o f i t s authorities, or concerning the f r o n t i e r s o f any country or t e r r i t o r y
Published i n 1984 by the United Nations
Educational, S c i e n t i f i c and Cultural Organization 7, place de Fontenoy, 75700 Paris
Printed under the d i r e c t i o n o f the American Geophysical Union, by Book Crafters, Chelsea, Michigan ISBN 92-3-102213-X
@ Unesco 1984
Printed i n t h e United States o f America
Preface
Although t h e t o t a l amount o f water on e a r t h i s g e n e r a l l y assumed t o have remained v i r t u a l l y constant, t h e r a p i d growth o f p o p u l a t i o n , t o g e t h e r w i t h t h e e x t e n s i o n of i r r i g a t e d a g r i c u l t u r e and i n d u s t r i a l development, a r e s t r e s s i n g t h e q u a n t i t y and q u a l i t y aspects o f t h e n a t u r a l system. Because o f t h e i n c r e a s i n g problems, man has begun t o r e a l i z e t h a t he can n o l o n g e r f o l l o w a "use and d i s c a r d " p h i l o s o p h y - - e i t h e r w i t h water resources o r any o t h e r n a t u r a l resource. As a r e s u l t , t h e need f o r a c o n s i s t e n t p o l i c y o f r a t i o n a l management o f water resources has become e v i d e n t .
R a t i o n a l water management, however, s h o u l d be founded upon a thorough u n d e r s t a n d i n g o f water a v a i l a b i l i t y and movement. Thus, as a c o n t r i b u t i o n t o t h e s o l u t i T x r o f - t h e w o r l d ' s water problems, Unesco, i n 1965, began t h e f i r s t world-wide programme o f s t u d i e s o f t h e h y d r o l o g i c a l c y c l e - - t h e I n t e r n a t i o n a l H y d r o l o g i c a l Decade ( IHD)
.
The r e s e a r c h programme was complemented by a m a j o r e f f o r t i n t h e f i e l d o f h y d r o l o g i c a l e d u c a t i o n and t r a i n i n g . The a c t i v i t i e s undertaken during t h e Decade p r o v e d t o be of g r e a t i n t e r e s t and v a l u e t o Member States. By t h e end o f t h a t p e r i o d , a m a j o r i t y of Unesco's Member S t a t e s had formed IHD N a t i o n a l Conmiittees t o c a r r y o u t r e l e v a n t n a t i o n a l a c t i v i t i e s and t o p a r t i c i p a t e i n r e g i o n a l and i n t e r n a t i o n a l c o - o p e r a t i o n w i t h i n t h e IHD programme. The knowledge o f t h e w o r l d ' s water r e s o u r c e s had s u b s t a n t i a l l y improved. Hydrology became w i d e l y r e c o g n i z e d as an independent p r o f e s s i o n a l o p t i o n and f a c i l i t i e s f o r t h e t r a i n i n g o f h y d r o l o g i s t s had been developed.Conscious o f t h e need t o expand upon t h e e f f o r t s i n i t i a t e d during t h e I n t e r n a t i o n a l H y d r o l o g i c a l Decade and, f o l l o w i n g t h e recommendations o f Member States, Unesco, i n 1975, launched a new long-term i n t e r g o v e r n m e n t a l programme, t h e I n t e r n a t i o n a l H y d r o l o g i c a l Programnie ( I H P ) , t o f o l l o w t h e Decade.
Although t h e IHP i s b a s i c a l l y a s c i e n t i f i c and e d u c a t i o n a l programme, Unesco has been aware f r o m t h e b e g i n n i n g o f a need t o d i r e c t i t s a c t i v i t i e s toward t h e p r a c t i c a l s o l u t i o n s Of
t h e w o r l d ' s v e r y r e a l water resources problems. A c c o r d i n g l y , and i n l i n e w i t h t h e recommendations o f t h e 1977 U n i t e d N a t i o n s Water Conference, t h e o b j e c t i v e s of t h e I n t e r n a t i o n a l H y d r o l o g i c a l Programme have been g r a d u a l l y expanded i n o r d e r t o cover n o t o n l y h y d r o l o g i c a l processes c o n s i d e r e d i n i n t e r r e l a t i o n s h i p w i t h t h e environment and human a c t i v i t i e s , but a l s o t h e s c i e n t i f i c aspects o f m u l t i - p u r p o s e u t i l i z a t i o n and c o n s e r v a t i o n o f water resources t o meet t h e needs of economic and s o c i a l development. Thus, w h i l e m a i n t a i n i n g IHP' s s c i e n t i f i c concept, t h e o b j e c t i v e s have s h i f t e d p e r c e p t i b l y towards a m u l t i d i s c i p l i n a r y approach t o t h e assessment, p l a n n i n g , and r a t i o n a l management o f water resources.
AS p a r t of Unesco's c o n t r i b u t i o n t o t h e o b j e c t i v e s o f t h e IHP, two p u b l i c a t i o n s e r i e s a r e issued: "Studies and Reports i n Hydrology" and " T e c h n i c a l Papers i n Hydrology. I n a d d i t i o n t o these p u b l i c a t i o n s , and i n o r d e r t o e x p e d i t e exchange o f i n f o r m a t i o n i n t h e areas i n which i t i s most needed, works o f a p r e l i m i n a r y n a t u r e a r e i s s u e d i n t h e f o r m o f T e c h n i c a l Documents-
The purpose o f t h e c o n t i n u i n g s e r i e s " S t u d i e s and Reports i n Hydrology" t o which t h i s volume belongs, i s t o p r e s e n t d a t a c o l l e c t e d and t h e main r e s u l t s o f h y d r o l o g i c a l s t u d i e s , as w e l l as t o p r o v i d e i n f o r m a t i o n on h y d r o l o g i c a l r e s e a r c h techniques. The proceedings o f symposia a r e a l s o sometimes i n c l u d e d . I t i s hoped t h a t these volumes w i l l f u r n i s h m a t e r i a l of b o t h p r a c t i c a l and t h e o r e t i c a l i n t e r e s t t o water resources s c i e n t i s t s and a l s o t o those i n v o l v e d i n water resources assessments and t h e p l a n n i n g f o r r a t i o n a l water resources management.
Joseph F. Poland o f U.S. G e o l o g i c a l Survey stands near bench mark S661 southwest o f Mendota i n t h e San Joaquin V a l l e y , C a l i f o r n i a . The bench n a r k s i t e subsided 9m f r o m 1925 t o 1977, because o f i n t e n s i v e w i t h d r a w a l o f ground water. Signs on t h e power p o l e i n d i c a t e t h e r e s p e c t i v e p o s i - t i o n s o f t h e l a n d s u r f a c e i n 1925, 1955, and 1977.
Contents
P r e f a c e iii
P a r t I Manual. The occurrence, measurement, mechanics, p r e d i c t i o n , and c o n t r o l o f subsidence
1 I n t r o d u c t i o n , by Working Group 8.4, I n t e r n a t i o n a l H y d r o l o g i c a l Programme 1.1 Background i n f o r m a t i o n
1.2 Purpose and scope of guidebook 1.3 Oc c u r r e nc e o f subsidence
1.4 G e o l o g i c a l environments o f o c c u r r e n c e 1.5 Problems and r e m e d i a l s t e p s
1.6 Acknowledgments
1.7 References
2 F i e l d measurement o f d e f o r m a t i o n , by Joseph F. Poland, S o k i Yamamoto, and Working Group
2.1 2.2 2.2.1 2.2.2 2.2.3 2.2.3.1 2.2.3.3 2.2.3.5 2.2.4.1 2.2.4.2 2.2.4.3 2.2.3.2 2.2.3.4 2.2.4
2.3 2.3.1 2.3.2 2.4
I n t r oduc t i on
V e r t i c a l d i s p l a c e m e n t
P r e c i s e l e v e l i n g b y s p i r i t l e v e l i n g
O t h e r t e c h n i q u e s f o r measuring l a n d - s u r f a c e d i s p l a c e m e n t Extensometer w e l l s
S i n g l e and d o u b l e p i p e extensometers Anchored-cable and p i p e extensometers S l i p j o i n t s
T e l e s c o p i c e x t e n s u n e t e r Extensometer r e c o r d s
O t h e r t e c h n i q u e s o f s u b s u r f a c e measurement Ge ne r a 1
C a s i n g - c o l l a r l o g g i n g R a d i o a c t i v e - b u l l e t l o g g i n g H o r i z o n t a l d i s p l a c e m e n t L a n d - s u r f ace d i s p l a c e m e n t Subsurface d i s p l a c e m e n t References
3 Mechanics o f l a n d subsidence due t o f l u i d w i t h d r a w a l , by Joseph F. P o l a n d and Working Group
3.1 3.2 3.3 3.3.1 3.3.2 3.4 3.4.1 3.4.2 3.4.3 3.5
I n t r o d u c t i o n
Theory o f a q u i f e r - s y s t e m c a n p a c t i o n A n a l y s i s o f s t r e s s e s c a u s i n g subsidence Types o f s t r e s s e s
Computation o f s t r e s s change
C o m p r e s s i b i l i t y and s t o r a g e c h a r a c t e r i s t i c s S t r e s s - s t r a i n a n a l y s i s
Soil-mechanics t e c h n i q u e s The c o m p r e s s i b i l i t y environment References
1
3 3 3 4 11 12 12 1 2
17 1 7 17 1 7 20 20 20 22 28 28 29 29 29 30 31 33 33 33 33
37 37 38 4 1 4 1 43
45 45
49 52 53
Guidebook to studies of land subsidence due to ground-water withdrawal
4
4.1 4.2 4.3 4.4 4.4.1 4.4.2 4.4.3 4.4.4 4.4.5 4.4.6 4.4.7 4.4.7.1 4.4.7.2 4.4.8 4.5 4.5.1 4.5.2 4.5.3 4.5.4 4.5.5 4.5.6 4.5.7 4.5.7.1 4.5.7.2 4.5.7.3 4.5.7.4 4.5.7.5 4.6
5
5.1 5.1.1 5.1.2 5.2 5.2.1 5.2.2 5.2.3 5.2.4 5.3 5.3.1 5.3.2 5.3.3 5.3.4 5.3.5 5.3.6 5.3.6.1 5.3.6.2 5.3.6.3 5.4
6
6.1 6.2
L a b o r a t o r y t e s t s f o r p r o p e r t i e s o f sediments i n s u b s i d i n g areas, by A. I.Johnson and Working Group
I n t r o d u c t i o n F i e l d sampling
Composite l o g s o f c o r e h o l e s Methods o f l a b o r a t o r y a n a l y s i s P a r t i c l e - s i z e d i s t r i b u t i o n P e r m e a b i l i t y
U n i t w e i g h t
S p e c i f i c g r a v i t y o f s o l i d s P o r o s i t y and v o i d r a t i o M o i s t u r e c o n t e n t
A t t e r b e r g l i m i t s Liquid l i m i t P l a s t i c l i m i t C o n s o l i d a t i o n
R e s u l t s o f l a b o r a t o r y analyses P a r t i c l e - s i z e d i s t r i b u t i o n
Sediment c l a s s i f i c a t i o n t r i a n g l e s S t a t i s t i c a l measures
P e r m e a b i l i t y
S p e c i f i c g r a v i t y , u n i t weight, and p o r o s i t y A t t e r b e r g l i m i t s and i n d i c e s
C o n s o l i d a t i o n
E s t i m a t i n g t h e compression i n d e x C o r r e l a t i o n o f compression i n d i c e s E s t i m a t i n g c o e f f i c i e n t s o f c o n s o l i d a t i o n E f f e c t o f s o i l c l a s s i f i c a t i o n
R e l a t i o n s h i p o f c o n s o l i d a t i o n c h a r a c t e r i s t i c s and l i q u i d l i m i t s References
Techniques f o r p r e d i c t i o n o f subsidence, by German F i g u e r o a Vega, S o k i Yamamoto, and Working Group ( S e c t i o n 5.3.6 by Donald C. Helm) E h p i r i c a l methods
E x t r a p o l a t i o n of d a t a by naked eye A p p l i c a t i o n o f sane s u i t a b l e curve:
S e m i - t h e o r e t i c a l approach Wadachi's (1939) model
R a t i o o f subsidence volume t o l i q u i d w i t h d r a w a l R a t i o of subsidence t o head d e c l i n e
Clay content-subsidence r e l a t i o n T h e o r e t i c a l approach
General remarks
C o m p r e s s i b i l i t y r e l a t i o n s h i p s and t o t a l p o t e n t i a l subsidence
D i f f e r e n t i a l e q u a t i o n s o f ground-water f l o w i n an a q u i f e r - a q u i t a r d system U n c o u p l i n g t h e system and s o l v i n g a s i m p l e r problem
S i m p l i f i e d subsidence m o d e l i n g Other t y p e s o f subsidence models D e p t h - p o r o s i t y model
A q u i t a r d - d r a i n a g e model
I n f l u e n c e o f m a t e r i a l w i t h i n t h e unpumped overburden References
N o n l i n e a r e x t r a p o l a t i o n
Economic and s o c i a l i m p a c t s and l e g a l c o n s i d e r a t i o n s , by Joseph F. Poland, L a u r a Carbognin, S o k i Yamamoto, and Working Group
General caaments I t a l y
55 55 55 56 57 58 60 60 6 1 62 63 63 64 65 65 67 67 70 70 73 74 75 78 78 82 82 82 82 85
89 89 89 89 93 93 94 96 100 100 1 0 0 1 0 1 102 103 105 106 107 110 112 114
119 119 119
Con tents
6 Economic and s o c i a l i m p a c t s and l e g a l c o n s i d e r a t i o n s , by Joseph F. Poland, L a u r a Carbognin, and S o k i Yamamoto--Continued
6.3 6.3.1 6.3.2 6.4 6.4.1 6.4.1.1 6.4.1.2 6.4.2 6.5
Japan
Socioeconomic i m p a c t s Ground-water law i n Japan U n i t e d S t a t e s
Economic and s o c i a l i m p a c t s Houston-Galveston area, Texas
San Joaquin and Santa C l a r a V a l l e y s , C a l i f o r n i a L e g a l developments i n C a l i f o r n i a and Texas References
7 Review o f methods t o c o n t r o l o r a r r e s t subsidence, by Joseph F. Poland and Working Group
7.1 7.1.1 7.1.2 7.1.3 7.1.4 7.2 7.2.1 7.2.2 7.2.3 7.2.4 7.2.5 7.3
Summary o f a v a i l a b l e methods General statement
Reduction o f pumping d r a f t
A r t i f i c i a l recharge o f a q u i f e r s f r o m t h e l a n d surface Repressuring o f a q u i f e r s t h r o u g h w e l l s
Review o f methods used Summary statement Shanghai
,
ChinaVenice, I t a l y Japan
U n i t e d S t a t e s References
P a r t II Case h i s t o r i e s o f l a n d subsidence due t o ground-water w i t h d r a w a l
8 8.1 8.2 8.2.1 8.2.2 8.2.3 8.4 8.5 8.3
8.5.1 8.5.2 8.5.3 8.5.4 8.5.5 8.6 8.6.1 8.7
9 9.1 9.2 9.3 9.4 9.5
Types o f l a n d subsidence, by A l i c e S. A l l e n I n t r o d u c t i o n
The r o l e o f subsurface s o l u t i o n i n subsidence S a l t
Gypsum
Carbonate r o c k s
The r o l e o f subsurface mechanical e r o s i o n i n subsidence L a t e r a l f l o w as a subsidence mechanism
Compaction as a cause o f subsidence L o a d i n g
Drainage V i b r a t i o n
E x t r a c t i o n o f p o r e f l u i d s Hydrocompaction
T e c t o n i c subsidence D i s c u s s i o n
References
Case h i s t o r i e s
L a t r o b e V a l l e y , V i c t o r i a , A u s t r a l i a , by C. S. Gloe Shanghai, China, by S. L u x i a n g and B. Manfang Venice, I t a l y , by L. Carbognin, e t a l .
Tokyo, Japan, c o m p i l e d by S. Yamamoto Osaka, Japan, c o m p i l e d by S. Yamamoto
120 120 1 2 1 122 122 122 123 123 125
127 127 127 127 127 128 128 128 129 129 129 130 130
133 133 133 133 134 135 135 137 137 137 138 138 138 138 139 139 139
143 14 5 155 1 6 1 175 185
Guidebook to studies of land subsidence due to ground-water withdrawal
9 Case h i s t o r i e s - - C o n t i n u e d 9.6
9.7 9.8 9.9 9.10 9.11 9.12 9.13 9.14 9.15
N o b i P l a i n , Japan, compiled by S. Yamamoto N i i g a t a , Japan, compiled by S. Yamamoto Mexico, D.F., Mexico, b y G. E. F i g u e r o a Vega Wairakei, New Zealand, by P. F. B i x l e y Bangkok, Thailand, compiled by S. Yamamoto Alabama, U.S.A., by J. G. Newton
Houston-Glaveston Region, Texas, U. S.A.
,
b y R. K. GabryschSan J o a q u i n V a l l e y , C a l i f o r n i a , U.S.A., b y J. F. Poland and B. E. L o f g r e n Santa C l a r a V a l l e y , C a l i f o r n i a , U.S.A., b y J. F. Poland
Ravenna, I t a l y , by L. Carbognin, e t a l .
Appendixes
A. I n s t r u m e n t c a p a b i l i t i e s f o r measuring l a n d - s u r f a c e displacement 8 . C a p a b i l i t i e s o f e x i s t i n g subsidence m o n i t o r i n g i n s t r u m e n t s C. L i s t o f symbols used i n t e x t , p a r t I
D. Glossary
E. M e t r i c c o n v e r s i o n t a b l e
195 205 217 233 241 245 253 263 27 9 291
A- 1 B-1
c-1
D- 1 E- 1
Part I Manual.
The occurrence, measurement, mechanics, prediction, and
control of subsidence
1
Hydrological Programme
Introduction, by Working Group 8.4, International
1.1 BACKGROUND INFORMATION
The i n c r e a s i n g e x p l o i t a t i o n o f ground water, e s p e c i a l l y i n b a s i n s f i l l e d w i t h u n c o n s o l i d a t e d a l l u v i a l , l a c u s t r i n e , o r s h a l l o w marine deposits, has as one o f i t s consequences t h e s i n k i n g o r s e t t l e m e n t o f t h e l a n d s u r f a c e - - l a n d subsidence (see Glossary, Appendix D ) .
The occurrence o f m a j o r l a n d subsidence due t o t h e w i t h d r a w a l o f ground water i s r e l a t i v e l y c o m o n i n h i g h l y developed areas. Case s t u d i e s on l a n d subsidence and on r e m e d i a l measures t a k e n w i l l be u s e f u l f o r d e v e l o p i n g a r e a s f a c i n g s i m i l a r problems i n t h e f u t u r e .
The problems o f l a n d subsidence were i n c l u d e d i n t h e programme o f t h e I n t e r n a t i o n a l H y d r o l o g i c a l Decade. During t h e Decade t h e m a j o r a c t i o n w i t h r e s p e c t t o l a n d subsidence was t h e o r g a n i z a t i o n o f t h e I n t e r n a t i o n a l Symposium on Land Subsidence h e l d i n Tokyo i n 1969. The s u b j e c t has a l s o been r e t a i n e d under t h e framework of t h e I n t e r n a t i o n a l H y d r o l o g i c a l P r o g r a m e and i n c l u d e d i n t h e work p l a n f o r t h e f i r s t phase o f t h e Programme (1975-1980) as IHP s u b p r o j e c t 8.4.
I n A p r i l 1975, t h e I n t e r g o v e r n m e n t a l C o u n c i l f o r t h e I n t e r n a t i o n a l H y d r o l o g i c a l Programme, a t i t s f i r s t s e s s i o n i n P a r i s , e s t a b l i s h e d a Working Group f o r c o o r d i n a t i o n o f IHP s u b p r o j e c t 8.4, " I n v e s t i g a t i o n on l a n d subsidence due t o ground-water e x p l o i t a t i o n . " The Working Group members a r e l i s t e d below. I n a d d i t i o n , A. I. Johnson, V i c e P r e s i d e n t o f t h e I n t e r n a t i o n a l A s s o c i a t i o n o f H y d r o l o g i c a l Sciences, was t h e d e s i g n a t e d l i a i s o n from t h a t i n t e r n a t i o n a l o r g a n i z a t i o n .
UNESCO Working Group on Land Subsidence Due t o Ground-water Withdrawal M r . Joseph F. Poland, Chairman
U.S. G e o l o g i c a l Survey Fùn. W-2528, F e d e r a l B u i l d i n g 2800 Cottage Way
Sacramento, C a l i f o r n i a 95825
M r . A. I v a n Johnson R e p r e s e n t a t i v e o f IAHS Woodward-Clyde C o n s u l t a n t s
2909 West 7 t h Avenue Denver, Colorado 80204
M r . German F i g u e r o a Vega M r . S o k i Yamamoto
Comision de Aguas de V a l l e de México Rissho U n i v e r s i t y
Balderas No. 55-20. Piso. 4-2-16 Osaki, Shingawa-ku
Mexico 1, D.F. Tokyo 141, Japan
MS. Laura Carbognin N a t i o n a l Research C o u n c i l 1364 San P o l o
Venice, I t a l y 30125
1.2 PURPOSE AND SCOPE OF GUIDEBOOK
The group was asked t o p r e p a r e a guidebook on subsidence due t o ground-water w i t h d r a w a l , p a y i n g p a r t i c u l a r a t t e n t i o n t o measures t o c o n t r o l and a r r e s t subsidence, t h e use o f a r t i f i c i a l r e - charge, and t h e r e p r e s s u r i n g o f a q u i f e r s . The g o a l was t o produce a guidebook t h a t w i l l s e r v e as a guide t o engineers, g e o l o g i s t s , and h y d r o l o g i s t s f a c e d w i t h t h e p r o b l e m o f l a n d subsidence, p a r t i c u l a r l y i n developing c o u n t r i e s . They may be asked t o answer t h e q u e s t i o n s o f whether l a n d subsidence i s o c c u r r i n g , i f so, where and a t what r a t e , t h e cause o r causes, and what can be done t o s t o p i t o r a t l e a s t slow i t down. The guidebook s h o u l d be o f a s s i s t a n c e i n p l a n n i n g and u n d e r t a k i n g t h e f i e l d s t u d i e s .
Guidebook t o studies of land subsidence due to ground-water withdrawal
The f i r s t s e s s i o n o f t h e Working Group was h e l d i n December 1976 i n c o n n e c t i o n w i t h t h e Second IAHS-UNESCO I n t e r n a t i o n a l Symposium on Land Subsidence i n Anaheim, C a l i f o r n i a . A t t h a t m e e t i n g t h e group d r a f t e d t h e g e n e r a l o u t l i n e o f t h e guidebook and decided o n t h e d i s t r i b u t i o n o f work.
The guidebook i s o r g a n i z e d i n two p a r t s . P a r t I i s a manual o f seven c h a p t e r s o n t h e occurrence, measurement, mechanics, p r e d i c t i o n , and c o n t r o l o f l a n d subsidence due t o ground- water w i t h d r a w a l .
P a r t IIi s a s e r i e s o f i n v i t e d case h i s t o r i e s o f l a n d subsidence due t o ground-water w i t h d r a w a l , p r e p a r e d by i n d i v i d u a l authors. The f i r s t c h a p t e r i n P a r t II(Chapter 8 ) i s a b r i e f d i s c u s s i o n o f o t h e r t y p e s O € l a n d subsidence w r i t t e n by Ms. A l i c e A l l e n . Subsidence may occur f r o m many o t h e r causes t h a n w i t h d r a w a l o f ground water. Some occurrences a r e due t o n a t u r a l causes and some a r e t h e work o f man. Anyone i n v e s t i g a t i n g subsidence due t o ground- water w i t h d r a w a l s h o u l d have a t l e a s t an elementary knowledge o f o t h e r t y p e s o f subsidence and t h e g e o l o g i c environments i n which t h e y a r e l i k e l y t o occur. Although t h e p r e s e n t d i s c u s s i o n by Ms. A l l e n i s b r i e f , i t c o n t a i n s 62 references, which s h o u l d p r o v e v e r y h e l p f u l t o t h e r e a d e r who wishes t o l e a r n more about any p a r t i c u l a r subsidence process.
The second c h a p t e r i n P a r t II(Chapter 9 ) c o n s i s t s o f 1 5 case h i s t o r i e s o f subsidence due t o ground-water withdrawal, p r e p a r e d b y i n d i v i d u a l authors. These case h i s t o r i e s cover a wide range o f c o n d i t i o n s and magnitudes o f subsidence. O f t h e occurrences described, 1 2 a r e areas o f ground-water w i t h d r a w a l f o r use and 3 r e p r e s e n t c o n d i t i o n s where ground water i s withdrawn as a s t e p i n o b t a i n i n g a resource. These a r e L a t r o b e V a l l e y , A u s t r a l i a ( w i t h d r a w a l t o p e r m i t mining brown c o a l ) , N i i g a t a , Japan ( w i t h d r a w a l t o o b t a i n n a t u r a l gas), and Wairakei, New Zealand
( w i t h d r a w a l o f h o t water f o r geothermal power).
It has been p r e p a r e d as a j o i n t e f f o r t o f t h e Working Group members.
1.3 OCCURRENCE OF SUBSIDENCE
The c h i e f source o f i n f o r m a t i o n o n areas o f l a n d subsidence due t o ground-water w i t h d r a w a l i s t h e Questionnaire on Land-Subsidence Occurrence, Research, and Remedial Work t h a t was d i s t r i - b u t e d worldwide i n 1975-78 by A. I. Johnson, t h e n P r e s i d e n t o f t h e I n t e r n a t i o n a l Commission of Subsurface Water o f IAHS. The r e s u l t s o f t h i s survey a r e b e i n g compiled f o r p u b l i c a t i o n by UNESCO and IAHS. Other sources o f d a t a a r e (1) t h e 1 5 case h i s t o r i e s i n P a r t IIo f t h i s case- book, ( 2 ) t h e Proceedings o f t h e 1 s t I n t e r n a t i o n a l Symposium on Land Subsidence h e l d i n Tokyo, Japan, i n September 1969, and ( 3 ) t h e Proceedings o f t h e 2nd I n t e r n a t i o n a l Symposium on Land Subsidence h e l d i n Anaheim, C a l i f o r n i a , i n December 1976.
Table 1.1, based o n t h e i n f o r m a t i o n l i s t e d above, summarizes i n f o r m a t i o n on 4 2 subsidence areas worldwide, o f which 18 a r e i n t h e U n i t e d S t a t e s and 1 0 a r e i n Japan ( F i g u r e 1.1).
A c t u a l l y , Japan has t h e l a r g e s t number o f s u b s i d i n g areas o f any c o u n t r y . According t o Yamamoto (1977, p. 9 and F i g u r e 2 1 , t h e number o f s u b s i d i n g areas i n Japan has reached 40 and i s s t i l l i n c r e a s i n g . Most o f t h e subsidence i s due t o ground-water w i t h d r a w a l f r o m t h i c k l y p o p u l a t e d t o p o g r a p h i c a l l y l o w areas b o r d e r i n g t h e ocean. O n l y t h e 1 0 c h i e f subsidence areas i n Japan due t o ground-water w i t h d r a w a l a r e r e p o r t e d i n Table 1.1 and shown i n F i g u r e 1.1. A l l of t h e s e b o r d e r t h e ocean.
I n terms o f v e r t i c a l magnitude, t h e s u b s i d i n g areas l i s t e d i n Table 1.1 range from r e p o r t e d minor c a s i n g p r o t r u s i o n i n Bangkok, Thailand, and 0.15 m o f subsidence i n Venice, I t a l y , t o 1 5 m i n t h e Cheshire d i s t r i c t o f Great B r i t a i n where r o c k s a l t has been mined by s o l u t i o n s i n c e Roman times. As a r e s u l t o f man-induced s i n k h o l e development i n carbonate t e r r a n e i n Alabama, we even have a r e p o r t e d maximum of 3 7 m. The a r e a l e x t e n t o f subsidence, worldwide, ranges from 1 0 km2 i n t h e San J a c i n t o V a l l e y t o 13,500 km2 i n t h e San Joaquin V a l l e y , b o t h i n C a l i f o r n i a (USA).
F i g u r e 1.2 shows t h e geographic l o c a t i o n o f t h e 1 7 areas i n t h e U n i t e d S t a t e s ( e x c l u s i v e o f t h e Alabama s i n k h o l e a r e a ) o n a map o f conterminous U n i t e d States. Subsidence of t h e l a n d surface i n t h e 1 7 areas ranges from 0.3 m a t Savannah, Georgia t o 9 m on t h e west s i d e o f t h e San Joaquin V a l l e y (Los Banos-Kettleman C i t y a r e a ) i n C a l i f o r n i a ( F i g u r e 1.3). Subsidence exceeding 1 metre o c c u r s i n f o u r S t a t e s : Texas, Arizona, Nevada, and C a l i f o r n i a . The a r e a l e x t e n t ranges from 1 0 km2 i n San J a c i n t o V a l l e y , C a l i f o r n i a , t o 13,500 km2 i n t h e San J o a q u i n V a l l e y . C a l i f o r n i a i s t h e S t a t e r a n k i n g number one f o r t h e dubious honor o f h a v i n g t h e l a r g e s t a r e a o f subsidence--about 16,000 km2. Close b e h i n d i s Texas w i t h 12,000 km2; and A r i z o n a i s t h i r d w i t h 2,700 km2.
Introduction
1 . 2 . 3 . 4 . 5 . 6 .
1 . 8 . 9 . I O .
AOMORI PLAIN (AOMORI PREFECTURE) SENDAI PLAIN (MIYAGI PREFECTURE) HARANOMACHI (FUKUSHIMA PREFECTURE) NIIGATA PLAIN ( N I IGATA PREFECTURE) NANA0 (ISHIKAWA PREFECTURE)
TOKYO: SOUTHERN PART OF METROPOLITAN AREA (SAITAMA, CHIBA, TOKYO, AND KANAGAWA PREFECTURES)
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NOB1 PLAIN ( A I C H I , C I F U , AN0 M I E OSAKA (OSAKA PREFECTURE)
HYOGO (HYOGO PREFECTURE) SAGA PLAIN (SAGA PREFECTURE)
Figure 1.1 C h i e f subsidence areas i n Japan.
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Introduction
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1 . 4 GEOLOGICAL ENVIRONMENTS OF OCCURRENCE
Subsidence due t o ground-water withdrawal develops p r i n c i p a l l y under two c o n t r a s t i n g environ- ments and mechanics. One environment i s t h a t o f carbonate rocks o v e r l a i n by unconsolidated deposits, o r o l d sinkholes f i l l e d w i t h unconsolidated deposits, t h a t r e c e i v e buoyant support from the ground-water body. When t h e water t a b l e i s lowered, the buoyant support removed, and the h y d r a u l i c g r a d i e n t increased, the unconsolidated m a t e r i a l may move downward i n t o openings i n the underlying carbonate rocks, sometimes causing c a t a s t r o p h i c c o l l a p s e s o f the r o o f . I n Alabama, according t o J. G. Newton (1977 and Chapter 9 . 1 1 ) , an estimated 4,000 man-induced sink- holes have formed since 1900 i n c o n t r a s t t o l e s s than 50 n a t u r a l c o l l a p s e s . I n t h e U n i t e d S t a t e s manmade sinkhole occurrence i s common i n carbonate t e r r a n e s from F l o r i d a t o Pennsyl- vania, numbering many thousands. The i n d i v i d u a l sinkhole area i s small, however, the diameter u s u a l l y ranging from 1 t o 100 m ( S t r i n g f i e l d and Rapp, 1 9 7 7 ) . Carbonate t e r r a n e s u s c e p t i b l e t o sinkhole formation when the water t a b l e i s lowered occurs i n many p a r t s o f t h e world. I n populated areas the formation o f sinkholes can produce a v a r i e t y of problems r e l a t e d t o the maintenance o f manmade s t r u c t u r e s and the p o l l u t i o n of water supplies. Newton discusses some o f these problems i n Chapter 9.11. The o v e r a l l subject i s broad and beyond the scope o f t h i s guidebook
.
The other environment and by f a r t h e most extensive occurrence i s t h a t o f young unconsoli- dated or semiconsolidated c l a s t i c sediments o f h i g h p o r o s i t y l a i d down i n a l l u v i a l , l a c u s t r i n e , or shallow marine environments. Almost a l l the subsiding areas included i n Table 1.1 a r e under- l a i n by semiconfined o r confined a q u i f e r systems c o n t a i n i n g a q u i f e r s o f sand and/or g r a v e l o f high p e r m e a b i l i t y and low c o m p r e s s i b i l i t y , interbedded w i t h c l a y e y a q u i t a r d s o f low v e r t i c a l p e r m e a b i l i t y and high c o m p r e s s i b i l i t y under v i r g i n stresses. A l l t h e compacting d e p o s i t s were normally loaded, o r approximately so, b e f o r e man a p p l i e d stresses exceeding p r e c o n s o l i d a t i o n stress. These a q u i f e r systems compact i n response t o increased e f f e c t i v e s t r e s s caused by artesian-head d e c l i n e i n the coarse-grained a q u i f e r s and time-dependent pore-pressure r e d u c t i o n i n the f i n e - g r a i n e d compressible a q u i t a r d s , causing land-surface subsidence.
O f t h e p r i n c i p a l c l a y minerals--montmorillonite, i l l i t e , and k a o l i n i t e - - m o n t m o r i l l o n i t e i s the most compressible. M o n t m o r i l l o n i t e i s t h e predominant c l a y m i n e r a l i n the compacting a q u i f e r systems i n southwestern U n i t e d S t a t e s - - C a l i f o r n i a (Meade, 1 9 6 7 ) , south-central Arizona (Poland, 1 9 6 8 ) , and Texas ( C o r l i s s and Meade, 1964)--also i n Mexico C i t y (Marsal and M a z a r i , 1 9 5 9 ) . M o n t m o r i l l o n i t e comprises 60 t o 80 per cent of t h e c l a y - m i n e r a l assemblage i n each o f these areas. I l l i t e i s the c h i e f c l a y m i n e r a l i n the T a i p e i basin (Hwang and Wu, 1 9 6 9 ) , and i n the Quaternary deposits i n Tokyo (Tokyo M e t r o p o l i t a n Govt., 1969).
Another occurrence of subsidence due t o ground-water withdrawal t h a t i s not represented i n Table 1.1 has developed a t many s i t e s i n Sweden and Norway and probably i n other g l a c i a t e d areas of s i m i l a r geologic and hydrologic environments. According t o Broms, Fredriksson, and Carlsson ( 1 9 7 7 ) , most o f the bedrock i n Sweden i s c r y s t a l l i n e rock, f a v o r a b l e f o r c o n s t r u c t i o n o f under- ground s t r u c t u r e s , e s p e c i a l l y tunnels, because of high s t r e n g t h and because loose and weathered p a r t s have been removed by the g l a c i a t i o n . A f t e r the l a t e s t g l a c i a t i o n , c l a y and s i l t were deposited on a t h i n l a y e r o f t i l l o r sand and g r a v e l r e s t i n g on t h e bedrock surface, e s p e c i a l l y i n bedrock depressions t h a t commonly a r e i n d i c a t i v e of t e c t o n i c zones deepened by the i c e . The areas covered w i t h c l a y a r e small but the urban regions a r e mostly i n these areas. Deep t u n n e l s c u t t i n g through t e c t o n i c zones a c t as d r a i n s , lowering t h e pore-water pressure f i r s t i n t h e pervious bottom l a y e r s (confined a q u i f e r s ) , and then g r a d u a l l y (over a p e r i o d of y e a r s ) i n t h e o v e r l y i n g c l a y l a y e r . Broms and o t h e r s (1977) describe damages cause by t h i s type o f Subsidence and steps t h a t can be taken t o m i t i g a t e or p r e v e n t the subsidence. They can be summarized as f o l l o w s :
1. Before t h e c o n s t r u c t i o n o f a t u n n e l , by avoiding areas which can be a f f e c t e d by subsidence
:
2. During t h e c o n s t r u c t i o n , by p r e g r o u t i n g ;
3. A f t e r the c o n s t r u c t i o n , by g r o u t i n g , i n order t o reduce t h e leakage or by a r t i f i c i a l i n f i l t r a t i o n o f water t o m a i n t a i n t h e pore pressure i n t h e compressible l a y e r s . Moreover i t i s o f t e n p o s s i b l e t o decrease t h e subsidence i n s o f t c l a y s by p r e l o a d i n g . I t i s a l s o p o s s i b l e t o p r e l o a d t h e compressible l a y e r s i n advance by t e m p o r a r i l y lowering t h e ground- water l e v e l by pumping from deep w e l l s .
Guidebook to studies of land subsidence due to ground-water withdrawal
1 . 5 PROBLEMS AND REMEDIAL STEPS
P r i n c i p a l problems caused by the subsidences l i s t e d i n Table 1.1 a r e (1) d i f f e r e n t i a l changes i n e l e v a t i o n and g r a d i e n t o f stream channels, d r a i n s , and water-transport s t r u c t u r e s , ( 2 ) f a i l u r e o f water-well casings due t o compressive stresses generated by compaction o f a q u i f e r systems,
( 3 ) t i d a l encroachment i n lowland c o a s t a l areas, and ( 4 ) i n areas o f i n t e n s i v e Subsidence, development o f t e n s i o n a l o r compressional s t r a i n i n engineering structures. A d d i t i o n a l d e t a i l s on problems a r e discussed i n t h e case h i s t o r i e s o f Chapter 9.
Remedial or p r o t e c t i v e measures o f some s o r t have been taken i n 10 of the 1 5 case-history areas and 30 o f the 4 2 areas l i s t e d i n Table 1.1. The various steps t h a t have been taken t o c o n t r o l or ameliorate subsidence w i l l be discussed i n Chapter 7. The methods employed and t h e r e s u l t s a t t a i n e d should be o f i n t e r e s t t o anyone facing a subsidence problem due t o w a t e r - l e v e l d e c l i n e from overpumping. I n P a r t I o f t h i s guidebook, frequent reference w i l l be made t o p e r t i n e n t case h i s t o r i e s .
1 . 6 ACKNOWLEDGMENTS
Beyond t h e j o i n t e f f o r t s o f t h e Working Group, several people have assisted i n p r e p a r a t i o n o r review o f chapters. I n p r e p a r a t i o n o f Table 1.1, Marcel0 Lippmann a s s i s t e d by contacting c o u n t r i e s i n South America concerning p o s s i b l e subsidence. Chapter 2 reviewers included R. K . Gabrysch, R. L. I r e l a n d , A. L. Laney, H. H. Schumann, and e s p e c i a l l y F. S. R i l e y , f o r h i s many h e l p f u l suggestions. Chapter 3 was reviewed i n d e t a i l by D. C. Helm, who a l s o made a major c o n t r i b u t i o n t o Chapter 5. He i s the author o f section 5.3.6, including discussion of the depth-porosity model and t h e aquitard-drainage model. J. A. daCosta was very h e l p f u l i n e d i t o r i a l review o f s e v e r a l chapters and case h i s t o r i e s . Also, we a r e indebted t o Mrs. Margaret Farmer f o r her p a t i e n t and c a r e f u l typing and r e t y p i n g o f manuscript d r a f t s .
1.7 REFERENCES
AOKI, S. 1977. Land Subsidence i n N i i g a t a . IAHS/AISH Pub. No. 121, p. 105-112.
A O K I , S . , and MIYABE, N. 1969. Studies on p a r t i a l compaction o f s o i l l a y e r i n reference t o l a n d subsidence i n Tokyo. IAHS/AISH Pub. No. 89, p. 354-360.
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