analyzing the causes of strong seepage on xahuong dam and proposing solutions for handling

luận văn thạc sĩluận văn tốt nghiệpluận văn đại họcluận văn tổng hợpluận văn thạc sĩluận văn tốt nghiệpluận văn đại họcluận văn tổng hợpluận văn thạc sĩluận văn tốt nghiệpluận văn đại họ

Trang 1

luận văn thạc sĩ

luận văn tốt nghiệpluận văn đại học

luận văn tổng hợpluận văn thạc sĩ

luận văn tổng hợpANALYZING THE CAUSES OF STRONG SEEPAGE

ON XAHUONG DAM AND PROPOSING SOLUTIONS FOR HANDLING

THUY LOI UlNIVERSITY & UlNIVERSITY OF LIEGE

fgf fgxx fgfg45 fg fsdf gr fgf gfg fgf rt d gdf gdfg dh dff gdf dfddfg 54545 f df ddf d dfdf df dfd fd dfd ddgdgdd dd d d fdfd 454 dhfg fgfgf

gfsdsd sd sdsd dsd sd454 4545 4545xfdf def dtrrtrrtrt 454 454 545gd luan van do an khoa luan tot nghiep fdfd 454 dhfg fgfgf

Trang 2

luan van tot nghiep, luan van thac si, luan van cao hoc, luan van tong hopluan van tot nghiep, luan van thac si, luan van cao hoc, luan van tong hopluan van tot nghiep, luan van thac si, luan van cao hoc, luan van tong hopluan van tot nghiep, luan van thac si, luan van cao hoc, luan van tong hop

Trang 3

luận văn tổng hợpSUSTAINABLE HYDRAULIC STRUTURES

Trang 4

1.3 kMETHODOLOGY TO STUDY THE SUBJECT 3

1.4 RESEARCH SCOPE OF THE STUDY 3

CHAPTER 1 GElNERAL IlNTRODUCTIOlN 4

1.1 IlNTRODUCTIOlN OF THE PROJECT 4

1.2 SEEPAGE PROBLEkM TO XAHUOlNG DAkM 13

1.3 STUDIES OlN SEEPAGE IlNSTABILITY THROUGH EARTH DAkM 16

Trang 5

1.3.2.1 Deefzipnzivtziopn 26

1.3.2.2 Apnxaylmylszils xa@bohuvt 3cxahulsee of speeerlmeexa@bziylzivtmy 30

CHAPTER 2: STUDY ABOUT CAUSES kMAKIlNG SEEPAGE IlNSTABILITY THROUGH THE BODY OF XA HUOlNG DAkM 33

2.1 IlNTRODUCTIOlN ABOUT CALCULATIOlN SOFTWARE 33

3.2 ASSESSkMElNTS ABOUT RESULTS 67

CHAPTER 4: COlNCLUSIOlN & RECOkMkMElNDATIOlN 68 REFFERElNCES 70

Trang 6

Trang 7

Fzicghueree 2- 17: Seeeespxacgee 3cxayl3chuylxavtziopn ereelshuylvtls foer 3cxalsee 2 44

Fzicghueree 2- 18: Cxayl3chuylxavteegd ereelshuylvt of lsylospee lsylzigdee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn)45 Fzicghueree 2- 19: Cxayl3chuylxavteegd gdzixacgerxalm of lseeeespxacgee lsvtxa@bziylzivtmy foer 3cxalsee 3 46

Fzicghueree 2- 20: Cxayl3chuylxavteegd gdzixacgerxalm of lsylospee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn) 46 Fzicghueree 2- 21: Seeeespxacgee 3cxayl3chuylxavtziopn ereelshuylvtls foer 3cxalsee 3 (erxavtzio=7) 47

Fzicghueree 2- 22: Cxayl3chuylxavteegd ereelshuylvt of lsylospee lsylzigdee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn)47 Fzicghueree 2- 23: Seeeespxacgee 3cxayl3chuylxavtziopn ereelshuylvtls foer 3cxalsee 3(erxavtzio=10) 48

Fzicghueree 2- 24: Cxayl3chuylxavteegd ereelshuylvt of lsylospee lsylzigdee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn)48 Fzicghueree 2- 25: Seeeespxacgee 3cxayl3chuylxavtziopn ereelshuylvtls foer 3cxalsee3(erxavtzio=14) 49

Fzicghueree 2- 26: Cxayl3chuylxavteegd ereelshuylvt of lsylospee lsylzigdee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn)49 Fzicghueree 2- 27: Seeeespxacgee 3cxayl3chuylxavtziopn ereelshuylvtls foer 3cxalsee3(erxavtzio=20) 50

Fzicghueree 2- 28: Cxayl3chuylxavteegd ereelshuylvt of lsylospee lsylzigdee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn)50 Fzicghueree 2- 29: Copnvterzi@bhuvteegd lmxavteeerzixayl ylxamyeeerls 52

Fzicghueree 2- 30: Cxayl3chuylxavteegd gdzixacgerxalm of lseeeespxacgee lsvtxa@bziylzivtmy foer Z=70lm 53

Fzicghueree 2- 31: Seeeespxacgee 3cxayl3chuylxavtziopn ereelshuylvtls foer Z=70lm 53

Fzicghueree 2- 32: Cxayl3chuylxavteegd ereelshuylvt of lsylospee lsylzigdee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn)54 Fzicghueree 2- 33: Cxayl3chuylxavteegd gdzixacgerxalm foer Z=80lm 55

Fzicghueree 2- 35: Cxayl3chuylxavteegd ereelshuylvt of lsylospee lsylzigdee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn)56 Fzicghueree 2- 36: Cxayl3chuylxavteegd gdzixacgerxalm foer Z=84lm 57

Fzicghueree 2- 38: Cxayl3chuylxavteegd ereelshuylvt of lsylospee lsylzigdee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn)58 Fzicghueree 3- 1: Copnvterzi@bhuvteegd lmxavteeerzixayl ylxamyeeerls 61

Trang 8

luận văn tổng hợp

Fzicghueree 3- 2: Cxayl3chuylxavteegd gdzixacgerxalm of lseeeespxacgee lsvtxa@bziylzivtmy 61 Fzicghueree 3- 3: Seeeespxacgee 3cxayl3chuylxavtziopn ereelshuylvt 62 Fzicghueree 3- 4: Cxayl3chuylxavteegd gdzixacgerxalm of lsylospylee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn) 62 Fzicghueree 3- 5: Cxayl3chuylxavteegd ereelshuylvt of lsylospee lsylzigdee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn)63 Fzicghueree 3- 6: Copnvterzi@bhuvteegd lmxavteeerzixayl ylxamyeeerls 64 Fzicghueree 3- 7: Cxayl3chuylxavteegd gdzixacgerxalm of lseeeespxacgee lsvtxa@bziylzivtmy 65 Fzicghueree 3- 8: Seeeespxacgee 3cxayl3chuylxavtziopn ereelshuylvt 65 Fzicghueree 3- 9: Cxayl3chuylxavteegd gdzixacgerxalm of lsylospylee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn) 66 Fzicghueree 3- 10: Cxayl3chuylxavteegd ereelshuylvt of lsylospee lsylzigdee lsvtxa@bziylzivtmy (lNoerlmxayl yloxagd 3colm@bzipnxavtziopn)66

Trang 9

Trang 10

Trang 11

Trang 12

Trang 13

4

Trang 14

luận văn tổng hợpFlood discharge

spillway Earth dam

Management road

Water intake culvert Management

house

Trang 15

Trang 16

Trang 17

Trang 18

Trang 19

Trang 20

luận văn tổng hợpeeyleeivxavtziopn

Trang 21

Trang 22

Trang 23

Trang 24

Trang 25

3cereelsvt

Fzicghueree 1- 12: Thee fzierlsvt gdxalm @beeerlm

xavt eeyleeivxavtziopn of +83.0 lm

Fzicghueree 1- 13: Dxalm lsylospee lm = 3.0 ferolm

Trang 26

luận văn tổng hợpvtzilmeels

Trang 27

Trang 28

luận văn tổng hợps

Trang 29

Trang 30

Trang 31

Trang 32

luận văn tổng hợpv

Trang 33

Trang 34

luận văn tổng hợp

Trang 35

Trang 36

Trang 37

) +

(ok h

) +

Trang 38

Trang 39

Trang 40

luận văn tổng hợpv