Upload
phuonglh43
View
344
Download
4
Embed Size (px)
DESCRIPTION
Geoslope
Citation preview
MC LC GII THIU V TI................................................................................................... 2 NI DUNG TI........................................................................................................... 3 CHNG I : T VN .............................................................................................. 3
1.1. S cn thit ca ti .............................................................................................. 3 1.2. Mc tiu ca ti ................................................................................................... 5 1.3.Phng php nghin cu ca ti .......................................................................... 5 1.4. Phm vi nghin cu ca ti ................................................................................. 5
CHNG II: GII THIU V PHN MM GEO - SLOVE.......................................... 6 2.1 Gii thiu tng quan v STEEP................................................................................ 6
2.1.1 Gii thiu v m hnh v mi trng lm vic.................................................. 6 2.1.2 Kh nng ca STEEP......................................................................................... 6
2.2 Gii thiu tng quan v SLOVE............................................................................... 9 2.2.1 Gii thiu v m hnh v mi trng lm vic.................................................. 9 2.2.2 Kh nng ca SLOVE........................................................................................ 9 2.2.3. Phng php tnh ton n nh trong m hnh ................................................. 9
2.3. Cu trc m hnh.................................................................................................... 10 2.3.1. Khung giao din.............................................................................................. 10 2.3.2.Cu trc ca lnh DEFINE .............................................................................. 11
CHNG III: NG DNG M HNH TNH N NH CHO P T CA H EADIE............................................................................................................................... 13
3.1. Gii thiu v khu vc nghin cu.......................................................................... 13 3.1.1. V tr a l ca khu vc .................................................................................. 13 3.1.2 a hnh, a mo............................................................................................. 15 3.1.3 a cht cng trnh khu vc kho st............................................................... 15 3.1.4 a cht thy vn khu vc kho st ................................................................. 18 3.1.5 Thy vn khu vc kho st ............................................................................. 18 3.1.6. c im kh tng......................................................................................... 19
3.2.Nhp s liu ............................................................................................................ 21 3.2.1. Lp phm vi lm vic...................................................................................... 22 3.2.2. Lp t l .......................................................................................................... 22 3.2.3.Lp trc ............................................................................................................ 22 3.2.4. Nhp cc im................................................................................................. 23
3.3 Chy m hnh......................................................................................................... 24 3.1.1. Trng hp chng thm bng tng nghing + sn ph ................................ 24 3.1.2. Trng hp chng thm bng tng nghing + chn rng............................. 30 3.1.3. Trng hp chng thm bng tng li + chn rng ..................................... 34
3.4 Phn tch kt qu tnh thm..................................................................................... 37 3.5.Tnh n nh............................................................................................................ 38
3.5.1.Phng php tng nghing + sn ph ........................................................... 38 3.5.2.Phng php tng nghing + chn rng ........................................................ 41 3.5.3.Phng php tng li + chn rng................................................................. 42
KT LUN V KIN NGH .......................................................................................... 44 Kt lun......................................................................................................................... 44 Kin Ngh...................................................................................................................... 44
www.tainguyennuoc.vn
GII THIU V TI 1.Tn ti: ng dng phn mm GeoSlove tnh n nh cho p t bng cc phng php khc nhau so snh tm ra phng php ti u nht
2.Mc tiu yu cu Nghin cu khoa hc
Mc tiu: - Nhm p ng yu cu o to, tng kh nng ng dng cc phn mm
hin i phc v qu trnh hc tp trong trng cng nh sau khi tt nghip ra trng.
- To cho sinh vin c k nng c bn v lm ti khoa hc - Pht huy c tnh sang to ca sinh vin Yu cu:
Yu cu sinh vin tp trung nghin cu l thuyt, hnh thnh phng php nghin cu tng hp vn dng cng ngh phn mm trong phm vi nghin cu gii quyt vn t ra.Sinh vin th hin thnh qu bng mt bn thuyt minh bo co v 45 n 60 bo co thuyt trnh bo v trc hi ng.
1. Gio vin hng dn:
- Th.S Nguyn Thanh Tuyn
-K.S. Triu nh Ngc
2. Sinh vin thc hin:
- Nguyn Th Hng
Lp S6_45N - Trng i Hc Thu Li C S II
3. Thi gian thc hin: 1.5 thng t 25/03/2008 n 10/05/20083
www.tainguyennuoc.vn
NI DUNG TI
CHNG I : T VN 1.1. S cn thit ca ti
nc ta hu ht cc p ngn nc u lm bng vt liu l t ng cht. Khi mc nc h dng ln, h xung xung tht thng th s lm mt n nh mi p gy ra trt, ln, xi mn cc b Chnh v vy m vic tnh ton ch n nh cho p t l rt quan trng v cn thit.
Mt s nh chp s c trt
www.tainguyennuoc.vn
www.tainguyennuoc.vn
Trong thc t thng gp cc loi p t trn nn thm nc, t nn v t p p cng gm nhiu lp khc nhau. Nhng bi ton thuc loi ny kh phc tp, v phi cp n mi trng nhiu lp v cc iu kin bin phc tp. Cc cch gii bi ton thm hc ch gn ng v n gin.
Ngay nay vi s pht trin mnh m ca cc phng php s v cng c my tnh ni chung c th gii c bi ton thm vi bin bt k cho bi ton phng v bi ton khng gian, thm n nh v khng n nh Chnh v th ti ng dng phn mm STEEP/W, SLOVE/W a vo tnh thm v tnh n nh cho p t EaDie. 1.2. Mc tiu ca ti
Nhm nng cao nng lc nghin cu khoa hc trong sinh vin to iu kin cho sinh vin c c hi tip cn cc vn khoa hc, bit vn dng, b sung, nng cao cc kin thc c hc trong nh trng.
Nhm ng dng phn mm vo vic tnh thm, tnh n nh cho p t mt cch nhanh chng v chnh xc. 1.3.Phng php nghin cu ca ti
Ln lt a ra 3 bin php chng thm hin nay cho p t nh l: tng nghing + sn ph, tng li + chn rng, tng nghing + chn rng. Tnh thm qua p t bng phng php phn t hu hn c kt hp s dng phn mm STEEP/W sau dung phn mm SLOVE/W tnh n nh cho p t t xc nh ra h s an ton v kim tra xem vi tr s p c n nh khng.
So snh, la chn trong s cc bin php mt bin php chng thm tt nht, an ton nht v kinh t nht 1.4. Phm vi nghin cu ca ti
Trong phm vi ca ti ny, chng ti ch tp trung nghin cu ng dng phn mm GEO - SLOVE tnh n nh cho p t khi c nhiu phng n chng thm khc nhau
Ch xt p t trn nn thm nc khi nn thm l hu hn.
www.tainguyennuoc.vn
CHNG II: GII THIU V PHN MM GEO - SLOVE 2.1 Gii thiu tng quan v STEEP 2.1.1 Gii thiu v m hnh v mi trng lm vic
STEEP/W l mt trong 6 phn mm a k thut trong b GEO-SLOPE Officeb ca GEO-SLOPE International- Canada.
STEEP/W l phn mm giao din ha, 32 bt c th chy trong h iu hnh Win 95/98/NT/2000 v XP, dng m hnh ha chuyn ng ca nc v phn b p lc nc l rng trong mi trng t theo PTHH. 2.1.2 Kh nng ca STEEP
STEEP/W c th phn tch bi ton: dng thm c p, khng p, ngm do ma, thm t bn cha nc nh hng ti mc nc ngm, p lc nc l rng d v thm n nh v khng n nh.
STEEP/W ghp i vi SLOVE/W phn tch n nh mi dc trong iu kin c p lc nc l rng phc tp( khi h cha bt u dng hoc rt nc)
STEEP/W ghp i vi CTRAN/W phn tch lan truyn vt nhim trong t .
STEEP/W ghp i vi SIGMA/W gii quyt bi ton c kt thm Do c th p dng STEEP/W vo vic tnh ton- thit k cc cng trnh
xy dng, a k thut, khai thc m c lin quan. Ngoi ra, SEEP/W cn s dng hm thm, th hin mi quan h gia h s
thm v p lc nc l rng, hm lng cha nc th tch vi p lc nc l rng trong t.
www.tainguyennuoc.vn
2.1.3. Phng php tnh ton thm trong m hnh 2.1.3.1. Mc ch v nhim v ca vic tnh ton thm
Mc ch : Cn phi tnh ton thm qua thn p, nn p lm c s tnh ton n nh mi, kt cu chng thm, kt cu cc b phn tiu nc hp l v kinh t nht.
Trong tnh ton thm, cn phi xc nh cc thng s ca dng thm thn p, nn p v b p sau y :
- Xc nh lu lng thm qua thn p v qua nn. Trn c s tm lng nc tn tht ca h do thm gy ra v c bin php phng chng thm thch hp.
- Xc nh v tr ng bo ha, t s tm c p lc thm dung trong tnh ton n nh ca mi p.
- Xc nh gradient thm ( hoc lu tc thm) ca dng chy trong thn p, nn p nht l ch dng thm thot ra h lu kim tra xi ngm, y tri t v xc nh kch thc cu to ca tng lc ngc. 2.1.3.2.Phng php tnh ton thm a. C s l lun ca STEEP/W
Dng thm trong t bo ha v khng bo ha tun theo nh lut thm Darcy
q = kj hoc c th vit di dng v = kj Trong : q = lu lng thm n v v = lu tc thm trung bnh k = h s thm j = gradient ca dng thm. Lu lng vo v ra khi phn t t bin thin theo m th tch Trng hp thm n nh Qvo Qra ==0
-
www.tainguyennuoc.vn
b. Phng trnh thm Tnh ton thm theo phng php phn t hu hn da trn phn mm
SEEP/W ca hng GEO-SLOPE International Ltd ca Canada. Cc phng trnh c bn sau y c s dng tnh ton thm trong SEEP/W nh sau : Phng trnh vi phn tng qut
+ Trng hp dng n nh
tQ
yHk
yxHk
x yx =+
+
+ Trng hp dng khng n nh
tHmQ
yHk
yxHk
x wwyx =+
+
..
Trong : H = tng ct nc kx = h s thm theo phng x ky = h s thm theo phng y Q = lu lng bin p t cho phn t. q = lng cha nc th tch t = thi gian n = trng lng n v ca nc mw = h s gc ca ng cong lng cha nc vi p lc l rng. Ngoi ra, SEEP/W cn s dng hm thm, th hin mi quan h gia h s
thm v p lc nc l rng, hm lng cha nc th tch vi p lc nc l rng trong t. Lu lng thm qua p tnh gn ng theo cng thc sau : Q = q.Ltb 2.1.3.3. Trng hp tnh ton
Cc tnh ton v thm c tin hnh vi mc nc c trng thng v h lu sau y :
TH : thng lu l mc nc dng bnh thng l 448.60m, h lu l MNHLBT = 438.6m.
Cc h s thm ca cc lp t dng cho vic tnh ton thm ly nh sau : Lp t p p chnh thng lu k = 2,0x10-5 cm/s Lp t nn 1: k = 8,0x10-3 cm/s Lp t nn 2: k = 5,0x10-4 cm/s Lp t nn 3: k = 6,0x10-5 cm/s Lp t nn 4: k = 3,0x10-4 cm/s
www.tainguyennuoc.vn
2.2 Gii thiu tng quan v SLOVE 2.2.1 Gii thiu v m hnh v mi trng lm vic
SLOVE/W l mt trong 6 phn mm a k thut trong b GEO-SLOPE Officeb ca GEO-SLOPE International- Canada.
SLOVE/W l phn mm giao din ha, 32 bt c th chy trong h iu hnh Win 95/98/NT/2000 v XP 2.2.2 Kh nng ca SLOVE
SLOVE/W phn tch n nh mi t theo phng php cn bng gii hn khi trong t bo ha v khng bo ha nh:
+ Mi dc ng nht, khng ng nht trn nn + Mi dc chu ti trng ngoi v c ct gia c + Tch hp vi STEEP/W phn tch n nh mi dc trong iu kin p lc
nc l rng phc tp + Tch hp vi SIGMA/W phn tch n nh theo phn t hu hn + Phn tch n nh mi dc theo xc xut
2.2.3. Phng php tnh ton n nh trong m hnh 2.2.3.1. .Mc ch v nhim v ca vic tnh tn nh
Xc nh h s n nh nh nht ca mi p, t chn h s mi, kch thc p hp l v k thut v thi cng. 2.2.3.2.Phng php tnh ton n nh
Phn mm SLOPE/W ca hng GEO-SLOPE International Ltd ca Canada cho php tnh ton theo rt nhiu phng php khc nhau nh phng php Morgenstern, PP GLE, PP BISHOP, JANBU, PP SNIP 2.06.05-84.. Trong cng trnh ny, tnh ton n nh mi p c la chn theo phng php GLE.
Phng php GLE + Ga thit: Dng mt hm ty xc nh phng ca tng lc gia cc
thi. Phn trm ca hm , , cn tha mn iu kin cn bng m men v cn bng lc c tnh bng cch m giao im trn ng quan h h s an ton.
S gi thit v xc nh h s an ton mt trt tr trn
www.tainguyennuoc.vn
2.2.3.3. Trng hp tnh ton Tnh ton n nh mi p tin hnh i vi mt mt ct ngang ln nht
gia lng sng cho trng hp sau y : thng lu l mc nc dng bnh thng l 448.10m, h lu l
MNHLBT 438.6m Qua th nghim t p, t nn v kinh nghim p p, chn cc ch tiu
khng ct dng trong tnh ton n nh mi p theo bng sau : Thng s t dng trong phn tch n nh
Lp t Ch tiu khng ct Dung trng t p p C =3 T/m2, =25 o = 1.97 T/m3 t nn lp 1 C =2.4 T/m2, =23 = 1.82T/m3 t nn lp 2 C =2 T/m2, =15 o = 1.90T/m3 t nn lp 3 C =2.5 T/m2, =13 o = 1.99T/m3 t nn lp 4 C =2.3 T/m2, =14 o = 2.01T/m3 C =0 T/m2, =32 o = 2.5T/m3
2.3. Cu trc m hnh 2.3.1. Khung giao din
www.tainguyennuoc.vn
2.3.2.Cu trc ca lnh DEFINE STEEP/W dng thanh v cc thanh cng c u khin: Thanh thc n bung ( Menu Bar): File, Edit, Set, View, KeyIn, Draw,
Sketch, Modify, Tool, Help; Thanh cng c( Tool bar) gm 5 loi: - Thanh cng c chnh ( Standard Toolbar): gm cc nt thao tc tp, in,
sao chp .
- Thanh cng c ch ( Mode Toolbar): Gm cc nt nhp cc ch thao tc hin th v son tho i tng vn bn v th.
- Thanh cng c xem u tin( View Prerences Toolbar): Gm nhng nt hin tt nhng u tin hin th
www.tainguyennuoc.vn
Thanh cng c li( Gird Toolbar) :iu khin, hin th li
Thanh cng c Zoom: iu khin phng to thu nh
www.tainguyennuoc.vn
CHNG III: NG DNG M HNH TNH N NH CHO P T CA H EADIE
3.1. Gii thiu v khu vc nghin cu Khu vc EaDie trc kia thuc phm vi hnh chnh x Krng Buk, huyn
Krng Pach, nay c tch ra thnh mt x mi, x V Bn. Nhng nm qua dn di c t do t cc tnh pha bc nh : H Bc, Lng Sn, Thanh Ha..., gm nhiu thnh phn khc nhau, di c t do n vng t mi ny lp nghip. Nhng do iu kin di c t do, khng c t chc qun l v h tr u t ban u ca Nh Nc, nn i sng ca ngi dn trong vng gp nhiu kh khn, thiu thn, pht sinh nhiu vn x hi phc tp. Trong ng ch l tnh trng bao chim t ai, khai thc ti nguyn ba bi, ph rng.
Cho n nay din tch canh tc t c 2438 ha, trong la 1658 ha, u ng sn cc loi 550 ha, cy cng nghip 310 ha. Canh tc cy hng nm ch yu da vo nc ma, ma kh ngun nc ly t sng Ea Krng Pach rt hn ch. c ti bng bm nh (cng sut t 10 n 12 CV).
Trn a bn khu vc nghin cu c 11.956 nhn khu . Ngi Kinh ngi dn tc sng xen k nhau , s h dn tc chim 1/3 trn tng s h ton x . Lao ng nng nghip chim 89 % , bnh qun t nng nghip 0,8 ha / h , ngun thu nhp ca ngi dn ch yu da vo ngh nng .Sn xut nng nghip theo phng thc qun canh qun c . Din tch canh tc tu thuc vo nc tri . Ma ma c nc th sn xut , ma kh th khng c nc ti .i sng kinh t ca ngi dn nhiu kh khn, sn xut nng nghip ph thuc
t nng nghip hin nay ch lm c mt v vi nng sut thp , vic lm khng n nh d sinh ra ph rng v cc tn ti x hi khc
gii quyt cn bn nhng kh khn trn cn c bin php thy li to nn ngun nc ti n nh cho pht trin nng nghip n nh lng thc, khai thc tim nng t ai thch hp vi cy trng la, mu , c ph. Tng thu nhp , nng cao i sng nng dn trn khu vc d n tin n gim h i ngho xung 5% theo mc tiu ra
Qua phn tch, nh gi cc phng n ra th phng php kh thi nht l xy dng h cha vi cng trnh u mi l p t EaDie, trn x l, h thng knh chnh 3.1.1. V tr a l ca khu vc
Cng trnh h cha nc EaDie thuc huyn Krng Pach, cch Th x Bun Ma Thut khong 60 km v pha ng l khu vc vng ni Ty Nguyn cao vng d n 430 460m. D n nm pha ng ng 495 (ng trc chnh x ).
- Pha Bc gip x Ea Kly - Pha ng gip huyn E Eka - Pha Nam gip sui,rng
www.tainguyennuoc.vn
- Pha ty gip Ho Phong , K rng Bng V tr cng trnh u mi d kin khong 11o39 V Bc v
108o27 Kinh ng
www.tainguyennuoc.vn
3.1.2 a hnh, a mo Khu vc nghin cu c c im vng Ty Nguyn gm nhiu i p bt
cao khong 450m thp dn t Bc xung Nam, t ng sang Ty, thp dn v pha sng Krng Pach. 3.1.3 a cht cng trnh khu vc kho st a) Vng h
Bao quanh vng h l a hnh i bt p vi dc rt thoi. Tng ph l t st nh - st c ngun gc ch yu l Aluvi, Eluvi, Deluvi.Cc loi t ny c tnh thm nh v vy theo nh gi th lng nc thm t h chnh ra cc thung lng k cn khng ng k. Cc hin tng ti to b h kh c kh nng xy ra. b) Tuyn p
Tuyn p ct qua cc lp t khc nhau nh: + Lp 1a: st nng st mu vng, xm vng. Trng thi do cng na cng, kt
cu cht va. Lp ny ch gp VB2, 4 v 5 vi b dy thay i 1.6 2.1m. Kt qu th nghim thm cho thy lp c h s thm K = 6.2x10-5 3.1x10-4cm/s.
+ Lp 1b: st nh ct mu xm vng, xm xanh, vng nht, hng nht. Trong
tng i ch c cha mt t sn si nh thch anh. Kt cu km cht. Lp ny ch gp VB2, 4 v 5 vi b dy thay i 3.2 3.7m. Kt qu th nghim thm cho thy lp c h s thm K = 4.3x10-3 5.7x10-3cm/s.
+ Lp 1: st nh trung mu xm en, xm vng, vng nht. Kt cu km cht.
Lp ny phn b trn mt, c mt phn ln dc tuyn vi b dy thay i 0.2 1.3m. Kt qu th nghim thm cho thy lp c h s thm K = 6.8x10-4 8.0x10-3cm/s.
+ Lp 2: st nng trung, mt s v tr trong tng l st mu xm vng nht, vng
nht loang l xm trng. Trong tng i ch c cha mt t sn si nh vn kt. Trng thi na cng cng, kt cu cht va. Lp ny ch phn b ch yu mt pha vai p vi b dy thay i 0.6 3.2m. Kt qu th nghim thm cho thy lp c h s thm K = 5.5x10-5 7.8x10-4cm/s.
+ Lp 2a: Hn hp st v sn si, dm sn laterit mu nu , xm vng, m trng,
i ch trong tng gp khi tng laterit. Trng thi cng, kt cu cht. Lp 2a phn b cc b dc tuyn vi b dy thay i 0.2 0.8m. Lp ny c tnh thm ln, ti l khoan 1 mt nc hon ton khi khoan vo tng ny.
+ Lp 3:
www.tainguyennuoc.vn
St st nng mu xm vng, nu loang l m trng xanh. Trong tng i ch c cha sn si vn kt cng chc. Trng thi na cng cng, kt cu cht va. Lp ny c mt phn ln dc tuyn vi b dy thay i 0.2 3.2m. Kt qu th nghim thm cho thy lp c h s thm K = 1.6x10-6 6.7x10-5cm/s.
+ Lp 4: Tn tch ct bt kt: st nng st, mt s v tr trong tng st trung
mu xm vng nht, xm trng, xm xanh nht. Trong tng i ch c cha nhiu dm vn b ct bt kt, hm lng dm tng dn theo chiu su ca tng, mt s v tr l hn hp st v dm mm yu ct bt kt. Trng thi na cng cng, kt cu cht va. Lp 4 c mt dc tuyn kho st vi b dy thay i 0.8 3.5m. Kt qu th nghim thm cho thy lp c h s thm K = 4.9x10-5 2.4x10-4cm/s.
+ Lp 5: ct bt kt phong ha mnh rt mnh mu xm vng, xm xanh nht,
xm xanh en, xm en. Trong tng i ch v ang phong ha thnh st cha dm sn. nt n mnh, trong tng c nhiu h thng khe nt khc nhau, mt khe nt g gh, chiu rng khe nt 0.5 1.0mm, mt s khe nt rng 2.0 - 4.0mm, cc khe nt c lp nht mt phn bi oxt st, canxt v cc mch thch anh. Nn khoan a phn v vn, t thi ngn, mm yu. B dy lp thay i 0.4 7.7m. Lp c tnh thm trung bnh, theo kt qu th nghim p nc ti thc a th lp c q = 0.37l/p/m.
+ Lp 6: ct bt kt phong ha va mu xm trng, xm xanh, m nu vng,
xanh en, xm en. nt n va - mnh, mt khe nt g gh, chiu rng khe nt 0.5-4.0mm, cc khe nt c lp nht mt phn bi oxyt st, canxit v thch anh, khe nt h l ch yu. Nn khoan thnh dm cc, thi ngn. B dy lp thay i 1.6 5.7m.
+ Lp 7: ct bt kt phong ha nh ti mu xm trng, xm xanh, m nu
vng, xm xanh en, xm en. t nt n, tuy nhin trong tng mt s v tr c nt n va, cc khe nt kn, c trm oxyt st, canxit v thch anh, mt s khe nt h. Nn khoan a phn thnh thi di, t v vn thnh dm cc. B dy lp cha xc nh, khoan vo 3.5 9.0m.
Bng 1: Ga tr th nghim trung bnh cc lp t Cc thng s Lp 1a Lp 1b Lp 1 Lp 2
Phn tch thnh phn ht: St % 29 13 15 25 Bi % 21 7 11 13 Ct % 50 79 74 61 Si, sn % 1 1
www.tainguyennuoc.vn
Cui % ATTERBERG LIMITS: Gii hn chy Wt% 35 26 25 31 Gii hn ln Wp % 19 15 13 17 Ch s do Wn % 16 11 12 14 st B 0.23 0.17 0.18 -0.09 m t nhin W% 22.6 16.9 15.2 15.8 Dung trng t w T/m3 1.85 2.04 1.82 1.90 Dung trng kh k T/m3 1.51 1.75 1.58 1.64 T trng 2.66 2.68 2.68 2.67 k h n% 43.2 34.7 41.0 38.6 T l k h eo 0.761 0.531 0.695 0.629 bo ha G% 79.0 85.3 58.6 67.1 Lc dnh kt c kg/cm2 0.29 0.09 0.15 0.26 Gc ni ma st o 13017 25030 20054 16023 H s nn ln a0-0.5(cm2/kg) 0.050 0.039 0.045 0.072 Moun TBD. E0-0.5(kg/cm2) 16.72 19.11 18.67 11.62 H s thm K cm/s 1.9x10-4 5.1x10-3 3.3x10-3 4.0x10-4
Bng 1: Ga tr th nghim trung bnh cc lp t Cc thng s Lp 2a Lp 3 Lp 4
Phn tch thnh phn ht: St % 14 40 27 Bi % 8 16 16 Ct % 31 44 55 Si, sn % 43 2 Cui % 4 ATTERBERG LIMITS: Gii hn chy Wt% 43 35 Gii hn ln Wp % 23 19 Ch s do Wn % 20 16 st B -0.05 -0.04 m t nhin W% 18.8 22.1 18.4 Dung trng t w T/m3 2.11 1.99 2.01 Dung trng kh k T/m3 1.78 1.63 1.70 T trng 2.83 2.72 2.71 k h n% 37.1 40.1 37.3 T l k h eo 0.590 0.669 0.595 bo ha G% 90.2 89.9 83.8 Lc dnh kt c kg/cm2 0.31 0.27
www.tainguyennuoc.vn
Gc ni ma st o 15029 16010 H s nn ln a0-0.5(cm2/kg) 0.036 0.048 Moun TBD. E0-0.5(kg/cm2) 18.28 16.75 H s thm K cm/s 4.4x10-5 8.7x10-5
3.1.4 a cht thy vn khu vc kho st 3.1.4.1. Nc mt
Mng sng sui trong khu vc phn ln ch yu chy theo hng Bc - Nam v hng Ty Bc ng Nam. y v ma kh hu nh cc nhnh sui u kh. 3.1.4.2. Nc ngm
Nc ngm ch yu c tng tr trong lp 1b, trong tng ct cui si lng sng, trong lp tn tch ct bt kt c thnh phn st nh ct, trong cc khe nt v i nt n ca ct bt kt. Lp 1b c h c h s thm thay i t 4.0x10-3 ~ 5.7x10-3 cm/s. Cao trnh n nh ca mc nc ngm ph thuc theo ma. Trong qu trnh kho st thi tit rt nng v kh, tuy nhin ti mt s h o ca dn thy mc nc xut hin nng.
Nhn chung mc nc ngm hon ton ph thuc vo iu kin a hnh tng ni, xu hng chung l thp dn v pha mng sng sui v thp dn t thng lu xung h lu.
Trong khu vc nc ngm v nc mt c quan h trc tip vi nhau v thng xuyn b xung, h tr cho nhau theo ma. 3.1.4.3. Kin to v ng t
Khu vc nghin cu nm phn ng Bc i Lt. i ny l mt khi v lc a Tin Cambri b st ln trong Jura sm gia v phn ln din tch b hot ha magma kin to mnh m trong Mesozoi mun v Kainozoi.
Theo t Bn Kh c s hiu D 49 XXXI do Cc a cht v Khong sn Vit Nam xut bn ti H Ni nm 1998 th trong khu vc c hai t gy; mt t gy chy theo hng ng Bc Ty Nam v mt t gy chy theo phng kinh tuyn. Tuy nhin trong qu trnh kho st chng ti cha pht hin c du hiu no ca t gy. V mt ng t, theo cc ti liu cho thy cng trnh nm trong vng c kh nng xy ra ng t n cp VII, do cn phi c cc bin php khng chn khi thit k cng trnh. 3.1.5 Thy vn khu vc kho st
Sui Ea Di thuc loi lu vc nh ca vng Ty Nguyn, tuy nhin hng nm lng nc tng i di do do nm vng c lng ma trung bnh t 1800 n 2000mm; mt khc Sui Ea Di c v tr thun li cho khai thc ngun nc
www.tainguyennuoc.vn
Cc thng s lu vc Ea Di Gi tr Thng s n v
Tuyn 1 Tuyn 2 Din tch lu vc km2 13.75 15.34 di sng chnh Km 4.43 4.93 Tng di sng nhnh Km 5.97 7.97 Mt li sng (sui) km/km2 0.756 0.841 rng bnh qun lu vc Km 3.104 3.112 dc bnh qun lu vc %o 65.17 62.68 dc lng sng chnh %o 1.92 1.60
3.1.6. c im kh tng Kh hu khu vc Tnh akLak ni chung v khu vc V Bn ni ring l
kh hu nhit i gi ma, mang hnh thi cao nguyn. Trong nm phn ha r rt thnh ma kh v ma ma. akLak c lng ma c nm kh di do song do phn b rt khng u trong nm, ch tp trung vo cc thng ma ma (thng V n thng X) nn thc t ma kh l thiu nc sinh hot v ti cho cy trng, c bit lm cho kh hu tr nn khc nghit, thi tit rt nng v kh 3.1.6.1.Nhit khng kh
Nhit nm bnh qun l Ttb = 23.7oC. Tr s ny kh n nh trong lit thng k nhiu nm( dao ng khong 3 4oC). Nhng s bin ng trong ngy kh su sc (8 10oC). Nhit cc tr T max=39.4oC( nm 1937) v gi tr thp cc tr T min = 7.4oC( nm 1955)
c im ng lu l nu xt trong thi gian di nh gia cc thng trong nm th nhit bnh qun kh n nh; song nu xt trong thi on ngn nh trong 1 ngy m th nhit li dao ng vi bin kh ln, ti 8 10oC. 3.1.6.2. m khng kh
S dao ng ca c trng ny thch ng vi bin trnh ma trong nm. Ma ma m ln v ngc li vo ma kh. m bnh qun nhiu nm Ubq= 81.5%. m thp nht tuyt i Umin = 11% o c thng III nm 1930. 3.1.6.3. Gi gn mt t
Gi ma ma ng: Trong cc thng t 11 n thng 4, hng gi thnh hnh l hng ng v ng Bc. Tc gi trung bnh 4.77m/s ti Bun Ma Thut v 1.78 m/s ti MDrak. y l hu qu s xm ln ca khi khng kh cc i lc a Chu , c c im l kh hanh v lnh.
Gi ma ma H: Hng gi thnh hnh trong cc thng 5 n thng 10 l hng Ty. Tc gi trung bnh trong ma l 2.92 m/s ti Bun Ma Thut v 1.93m/s ti MDrak. y l ma ma, ging t v hot ng ca di hi t nhit i nn thng c gi mnh.
www.tainguyennuoc.vn
Xt trong c nm, hng gi thnh hnh l hng ng v Ty , tc gi bnh qun l 3.8m/s ti BMT v 1.86 m/s ti MDrak. 3.1.6.4. Bc hi
Lng bc hi trung bnh nm quan trc c l 1180mm ti BMT v 1240mm ti MDrak. Tuy nhin phn phi lng bc hi trong nm gia 2 v tr c s khc bit nhau 3.1.6.5. Nng
Khu vc nghin c c s gio nng vo loi trung bnh ca Min ng Nam B.Tr s bnh qun nm t 6.6 gi/ngy 3.1.6.6. Ma nm
Qua s liu nhiu nm ca 2 trm Krng Kmar v MDrak cho thy vng KRng Pk c din bin ma theo khng gian v thi gian kh phc tp. KRng Kmar ma ma bt u v kt thc kh u n hng nm v ko di 6-7 thng: bt u thng V (hoc VI) v kt thc thng XI. Cn MDrak ma ma ngn (4-5 thng) v chm hn: thng bt u khng ng nht qua cc nm v thng thng VIII, IX mi thc s vo ma ma, n thng XII mi kt thc ma ma (c nm kt thc sm vo thng XI).
Trong nm, lng ma tuy kh di do, song phn b khng u, lng ma tp trung ch yu vo cc thng ma ma, chim t l 89% (KRng Kmar) tng lng ma nm. Thng ma nhiu nht l IX, X. Ma kh, ma t nht vo thng I, II, III, lng ma ch trn di 30mm.
Bng 1 -1 c trng kh tng vng nghin cu
Thng Nhit (toC)
m(%)
Tc gi(m/s)
Gi chiu sng( h/ngy)
Bc hi(mm) Ma(mm)
1 21.1 77.9 5.4 7.6 127 3.9 2 22.3 74.0 5.4 8.5 154 3.7 3 24.5 71.3 4.5 8.4 183 19.5 4 25.7 72.9 3.6 8.4 162 84.4 5 25.3 80.9 3.2 6.9 93 229 6 24.5 85.2 2.9 6.2 63 247 7 24.0 87.0 3.0 5.5 55.8 252 8 23.0 87.5 2.9 5.2 52.7 310 9 23.6 88.1 2.7 5.1 45.0 282 10 23.1 87.1 3.4 5.5 65.1 210 11 22.2 84.7 4.4 6.0 81 83.4 12 20.0 81.8 5.2 6.3 96.1 25.7
TBnm 23.3 81.5 3.9 2409 1178.4 1750.6
www.tainguyennuoc.vn
3.2.Nhp s liu - Cao trnh y tng thm l 423.3m - Chiu dy tng thm l T = 12m - Cao trnh y p l 436.3m - Cao trnh nh p l 451.5m - Cao trnh nh lng tr l 440m - Cao trnh MNDBT = 448.6m - Cao trnh MNHL l 438.6m - Chiu di trc p l L1=50m - Chiu di sau p l L2=40m - Chiu rng nh lng tr l b =3m - Chiu rng nh p l B = 5m - H s mi thng lu l m1=3.5 - H s mi h lu l m2 = 3 - H s mi thng lu lng tr l m1=1.5 - H s mi h lu l m2 = 2 - H s thm ca t p p l K = 2 510 cm/s
Lp t nn 1: k = 8,0x10-3 cm/s Lp t nn 2: k = 5,0x10-4 cm/s Lp t nn 3: k = 6,0x10-5 cm/s Lp t nn 4: k = 3,0x10-4 cm/s
Chiu dy mi lp nn l t = 3m - H s thm ca vt liu chng thm bng t st K = 2 710 cm/s - Chiu dy tng nghing + sn ph l t=1m - Chiu dy tng nghing + chn rng l 1m, 3m, 2m. - Chiu dy tng li + chn rng l 1m, 3m, 2m. - Chiu di sn ph l L = L1=50m.
Thng s t dng trong phn tch n nh Lp t Ch tiu khng ct Dung trng t p p C =3 T/m2, =25 o = 1.97 T/m3 t nn lp 1 C =0.4 T/m2, =23 o = 1.82T/m3 t nn lp 2 C =2 T/m2, =15 o = 1.90T/m3 t nn lp 3 C =2.5 T/m2, =13 o = 1.99T/m3 t nn lp 4 C =2.3 T/m2, = 14 o = 2.01T/m3 C =0 T/m2, = 32 o = 2.5T/m3
www.tainguyennuoc.vn
3.2.1. Lp phm vi lm vic
Vo set/page, chn kh giy A4 v nhp cc gi tr nh trong hnh
3.2.2. Lp t l
Vo set/scale v nhp s liu nh trong bng
3.2.3.Lp trc
Vo set/Axes
www.tainguyennuoc.vn
3.2.4. Nhp cc im
KeyIn/point
Khi nhp xong tng im phi chn copy v mun hin im th phi nhn
apply Sau khi nhp xong dung lnh Sketch/lines phc ha p Dng lnh Sketch/Text ghi ch
www.tainguyennuoc.vn
12 3
4 5
6 7
89 1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8 1 9
2 02 1 M N H L
m1=
3.5
M N D B T
m2=
3
m'1
=1.5
m'2
=2
K h o a n g c a c h ( m )0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 1 2 0 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0
Cao
do(
m)
4 2 0
4 2 5
4 3 0
4 3 5
4 4 0
4 4 5
4 5 0
4 5 5
3.3 Chy m hnh 3.1.1. Trng hp chng thm bng tng nghing + sn ph
S :
1
2 3
4 5
6 7
89 1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8 1 9
2 02 1
2 2 2 3
2 4
M N H L
m1=
3.5
M N D B T
m2=
3
m'1
=1.5
m'2
=2
K h o a n g c a c h ( m )0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 1 2 0 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0 2 1 0
Cao
do(
m)
4 2 0
4 2 5
4 3 0
4 3 5
4 4 0
4 4 5
4 5 0
4 5 5
4 6 0
www.tainguyennuoc.vn
a.Xc nh hm thm cho tng lp nn v cho p, thit b thot nc, thit b chng thm
Vo KeyIn/hydraulic Funtion/ Hydraulic Conductivity t tn cho tng lp v nhp h s th
Chon view hin th hm thm
www.tainguyennuoc.vn
Lm tng t cho cc vt liu tip theo Ring vt liu p th vo KeyIn/hydraulic Funtion/ Vol. Water Content
nhp h s rng n=0.35 sau mii vo KeyIn/hydraulic Funtion/ Hydraulic Conductivity v nhp ging trn cho ta hm thm l
b. Xc nh tnh cht vt liu
Vo KeyIn/Material Properties th t nhp cc s vo ring p th ct W.C.Fn nhp s 1
www.tainguyennuoc.vn
Ta cc phn t hu hn: Vo Draw/Regions
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 8
3 9
4 0
4 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 9
5 0
5 1
5 2
5 3
5 4
5 5
5 6
5 7
5 8
5 9
6 0
6 1
6 2
6 3
6 4
6 5
6 6
6 7
6 8
6 9
7 0
7 1
7 2
7 3
7 4
7 5
7 6
7 7
7 8
7 9
8 0
8 1
8 2
8 3
8 4
8 5
8 6
8 7
8 8
8 9
9 0
9 1
9 2
9 3
9 4
9 5
9 6
9 7
9 8
9 9
1 0 0
1 0 1
1 0 2
1 0 3
1 0 4
1 0 5
1 0 6
1 0 7
1 0 8
1 0 9
1 1 0
1 1 1
1 1 2
1 1 3
1 1 4
1 1 5
1 1 6
1 1 7
1 1 8
1 1 9
1 2 0
1 2 1
1 2 2
1 2 3
1 2 4
1 2 5
1 2 6
1 2 7
1 2 8
1 2 9
1 3 0
1 3 1
1 3 2
1 3 3
1 3 4
1 3 5
1 3 6
1 3 7
1 3 8
1 3 9
1 4 0
1 4 1
1 4 2
1 4 3
1 4 4
1 4 5
1 4 6
1 4 7
1 4 8
1 4 9
1 5 0
1 5 1
1 5 2
1 5 3
1 5 4
1 5 5
1 5 6
1 5 7
1 5 8
1 5 9
1 6 0
1 6 1
1 6 2
1 6 3
1 6 4
1 6 5
1 6 6
1 6 7
1 6 8
1 6 9
1 7 0
1 7 1
1 7 2
1 7 3
1 7 4
1 7 5
1 7 6
1 7 7
1 7 8
1 7 9
1 8 0
1 8 1
1 8 2
1 8 3
1 8 4
1 8 5
1 8 6
1 8 7
1 8 8
1 8 9
1 9 0
1 9 1
1 9 2
1 9 31 9 4
1 9 5
1 9 6
1 9 71 9 8
1 9 9
2 0 0
2 0 1
2 0 2
2 0 3
2 0 4
2 0 5
2 0 6
2 0 72 0 8
2 0 92 1 0
2 1 1
2 1 2
2 1 32 1 4
2 1 52 1 6
2 1 72 1 82 1 92 2 02 2 12 2 22 2 32 2 42 2 52 2 6
2 2 72 2 82 2 9
2 3 0
2 3 12 3 2
2 3 3
2 3 42 3 5
2 3 6
2 3 7
2 3 8
2 3 9
2 4 0
2 4 1
2 4 2
2 4 3
2 4 4
2 4 5
2 4 62 4 7
2 4 82 4 9
2 5 02 5 1
2 5 2
2 5 3
2 5 4
2 5 5
2 5 6
2 5 7
2 5 8
2 5 9
2 6 0
2 6 1
2 6 2
2 6 3
2 6 4
2 6 5
2 6 6
2 6 7
2 6 8
2 6 9
2 7 0
2 7 1
2 7 2
2 7 3
2 7 4
2 7 5
2 7 6
2 7 7
2 7 8
2 7 9
2 8 0
2 8 1
2 8 2
2 8 3
2 8 4
2 8 5
2 8 6
2 8 7
2 8 8
2 8 9
2 9 0
2 9 1
1
2
3
4
5
6
71
2 3
4 5
6 7
89 1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8 1 9
2 02 1
2 2 2 3
2 4
2 5
M N H L
m1=
3.5
M N D B T
m2=
3
m'1
=1.5
m'2
=2
K h o a n g c a c h ( m )0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 1 2 0 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0
Cao
do(m
)
4 2 0
4 2 5
4 3 0
4 3 5
4 4 0
4 4 5
4 5 0
4 5 5
Xc nh cc iu kin bin ca nt: chn Boundary Conditions t thc
n Draw + iu kin bin thng lu:
+ iu kin bin h lu:
www.tainguyennuoc.vn
V cc mt ct thm: Vo Flux Section t thc n Draw
12
3
4
5
6
7
89
1 01 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 92 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 82 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 83 9
4 04 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 95 0
5 1
5 2
5 3
5 4
5 5
5 6
5 75 85 9
6 0
6 1
6 2
6 3
6 4
6 5
6 6
6 7
6 8
6 9
7 0
7 1
7 2
7 3
7 4
7 5
7 6
7 7
7 8
7 9
8 0
8 1
8 2
8 3
8 4
8 5
8 6
8 7
8 8
8 9
9 0
9 1
9 2
9 3
9 4
9 5
9 6
9 7
9 8
9 9
1 0 0
1 0 1
1 0 2
1 0 3
1 0 4
1 0 5
1 0 6
1 0 7
1 0 8
1 0 9
1 1 0
1 1 1
1 1 2
1 1 3
1 1 4
1 1 5
1 1 6
1 1 7
1 1 8
1 1 9
1 2 0
1 2 1
1 2 2
1 2 3
1 2 4
1 2 5
1 2 6
1 2 7
1 2 8
1 2 9
1 3 0
1 3 1
1 3 2
1 3 3
1 3 4
1 3 5
1 3 6
1 3 7
1 3 8
1 3 9
1 4 0
1 4 1
1 4 2
1 4 3
1 4 4
1 4 5
1 4 6
1 4 7
1 4 8
1 4 9
1 5 0
1 5 1
1 5 2
1 5 3
1 5 4
1 5 5
1 5 6
1 5 7
1 5 8
1 5 91 6 0
1 6 1
1 6 2
1 6 3
1 6 4
1 6 5
1 6 6
1 6 7
1 6 8
1 6 9
1 7 0
1 7 1
1 7 2
1 7 3
1 7 4
1 7 5
1 7 6
1 7 7
1 7 8
1 7 9
1 8 0
1 8 1
1 8 2
1 8 3
1 8 4
1 8 5
1 8 6
1 8 7
1 8 8
1 8 9
1 9 0
1 9 1
1 9 2
1 9 31 9 4
1 9 5
1 9 6
1 9 71 9 8
1 9 9
2 0 0
2 0 1
2 0 2
2 0 3
2 0 4
2 0 5
2 0 6
2 0 72 0 82 0 92 1 0
2 1 1
2 1 2
2 1 32 1 42 1 52 1 6
2 1 72 1 82 1 92 2 02 2 12 2 22 2 32 2 42 2 52 2 62 2 72 2 82 2 9
2 3 0
2 3 12 3 2
2 3 3
2 3 42 3 5
2 3 6
2 3 7
2 3 8
2 3 9
2 4 0
2 4 1
2 4 2
2 4 3
2 4 42 4 5
2 4 62 4 72 4 82 4 92 5 02 5 12 5 2
2 5 3
2 5 4
2 5 5
2 5 6
2 5 7
2 5 8
2 5 9
2 6 0
2 6 1
2 6 2
2 6 3
2 6 4
2 6 5
2 6 6
2 6 7
2 6 8
2 6 9
2 7 0
2 7 1
2 7 2
2 7 3
2 7 4
2 7 5
2 7 6
2 7 7
2 7 8
2 7 9
2 8 0
2 8 1
2 8 2
2 8 3
2 8 4
2 8 5
2 8 6
2 8 7
2 8 8
2 8 9
2 9 0
2 9 1
1
2
3
4
5
6
71
2 3
4 5
6 7
89 1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8 1 9
2 02 1
2 2 2 3
2 4
2 5
m1=
3.5
M N H L 4 3 8 . 6
m2=
3
m'1
=1.5
m'2
=2
C a o t r n h 4 5 1 . 5M N D B T 4 4 8 . 6
K h o a n g c a c h ( m )0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 1 2 0 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0
Cao
do(
m)
4 2 0
4 2 5
4 3 0
4 3 5
4 4 0
4 4 5
4 5 0
4 5 5
www.tainguyennuoc.vn
Cho chy kt qu ta c bng kt qu sau
S min thm
a t n e n 4
m1=
3.5
M N H L 4 3 8 . 6
m2=
3
m'1
=1.5
m'2
=2
C a o t r n h 4 5 1 . 5M N D B T 4 4 8 . 6
a t n e n 3
a t n e n 2
a t n e n 1
a p 0.5
3.5
1.8
5 83e
-00 6
1. 6
1 86e
-006
1 .8 3 25 e -0 0 6 1.2
4 02e
-008
1.8
318e
-00 6
Kt qu tnh ton thm cho p
Cc thng s v thm Gradient thm ln nht trong thn p Jthn 3.5 Gradient thm ln nht trong nn p Jnn 1 Gradient thm ln nht ti ca ra Jcara 0.5 Lu lng thm n v qua p & nn p q (m/s.m) 1.8583x10-6 Tng lu lng thm qua thn & nn p Q (m/ngym), L=752m 120.73
www.tainguyennuoc.vn
3.1.2. Trng hp chng thm bng tng nghing + chn rng S
1
2 3
4 5
6 7
89 1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8 1 9
2 02 1
2 2
2 3
2 42 5
M N H L
m1=
3.5
M N D B T
m2=
3
m'1
=1.5
m'2
=2
K h o a n g c a c h ( m )0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 1 2 0 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2
Cao
do(
m)
4 2 0
4 2 5
4 3 0
4 3 5
4 4 0
4 4 5
4 5 0
4 5 5
: a.Xc nh hm thm cho tng lp nn v cho p, thit b thot nc, thit b chng thm
Lm tng t cc bc trn Ta cc phn t hu hn: Vo Draw/Regions
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 8
3 9
4 0
4 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 9
5 0
5 1
5 2
5 3
5 4
5 5
5 6
5 7
5 8
5 9
6 0
6 1
6 2
6 3
6 4
6 5
6 6
6 7
6 8
6 9
7 0
7 1
7 2
7 3
7 4
7 5
7 6
7 7
7 8
7 9
8 0
8 1
8 2
8 3
8 4
8 5
8 6
8 7
8 8
8 9
9 0
9 1
9 2
9 3
9 4
9 5
9 6
9 7
9 8
9 9
1 0 0
1 0 1
1 0 2
1 0 3
1 0 4
1 0 5
1 0 6
1 0 7
1 0 8
1 0 9
1 1 0
1 1 1
1 1 2
1 1 3
1 1 4
1 1 5
1 1 6
1 1 7
1 1 8
1 1 9
1 2 0
1 2 1
1 2 2
1 2 3
1 2 4
1 2 5
1 2 6
1 2 7
1 2 8
1 2 9
1 3 0
1 3 1
1 3 2
1 3 3
1 3 4
1 3 5
1 3 6
1 3 7
1 3 8
1 3 9
1 4 0
1 4 1
1 4 2
1 4 3
1 4 4
1 4 5
1 4 6
1 4 7
1 4 8
1 4 9
1 5 0
1 5 1
1 5 2
1 5 3
1 5 4
1 5 5
1 5 6
1 5 7
1 5 8
1 5 9
1 6 0
1 6 1
1 6 2
1 6 3
1 6 4
1 6 5
1 6 6
1 6 7
1 6 8
1 6 9
1 7 0
1 7 1
1 7 2
1 7 3
1 7 4
1 7 5
1 7 6
1 7 7
1 7 8
1 7 9
1 8 0
1 8 1
1 8 2
1 8 3
1 8 4
1 8 5
1 8 6
1 8 7
1 8 8
1 8 9
1 9 0
1 9 1
1 9 2
1 9 3
1 9 4
1 9 5
1 9 6
1 9 7
1 9 8
1 9 9
2 0 0
2 0 1
2 0 2
2 0 3
2 0 4
2 0 5
2 0 6
2 0 7
2 0 8
2 0 9
2 1 0
2 1 1
2 1 2
2 1 3
2 1 4
2 1 5
2 1 6
2 1 7
2 1 8
2 1 9
2 2 0
2 2 1
2 2 2
2 2 3
2 2 4
2 2 5
2 2 6
2 2 7
2 2 8
2 2 9
2 3 0
2 3 1
2 3 2
2 3 3
2 3 42 3 5
2 3 6
2 3 7
2 3 8
2 3 9
2 4 0
2 4 1
2 4 2
2 4 3
2 4 4
2 4 5
2 4 6
2 4 7
2 4 8
2 4 9
2 5 0
2 5 12 5 2
2 5 3
2 5 4
2 5 5
2 5 6
2 5 7
2 5 8
2 5 9
2 6 0
2 6 1
2 6 2
2 6 3
2 6 4
2 6 52 6 6
2 6 72 6 8
2 6 9
2 7 02 7 1
2 7 2
2 7 32 7 42 7 5
2 7 6
2 7 7
2 7 8
2 7 9
2 8 0
2 8 1
2 8 2
2 8 32 8 42 8 52 8 62 8 7
2 8 8
2 8 92 9 02 9 12 9 2
2 9 3
2 9 4
2 9 5
2 9 62 9 7
2 9 8
2 9 9
3 0 03 0 13 0 2
3 0 3
3 0 4
3 0 5
3 0 6
3 0 7
3 0 8
3 0 9
3 1 0
3 1 13 1 2
3 1 3
3 1 4
3 1 5
3 1 6
3 1 7
3 1 8
3 1 9
3 2 0
3 2 1
3 2 2
3 2 3
3 2 4
3 2 5
3 2 6
3 2 7
3 2 8
3 2 9
3 3 0
3 3 1
3 3 2
3 3 3
3 3 4
3 3 5
3 3 6
3 3 7
3 3 8
3 3 9
3 4 0
3 4 1
3 4 2
3 4 3
3 4 4
3 4 5
3 4 6
3 4 7
3 4 8
3 4 9
3 5 0
3 5 1
3 5 2
3 5 3
3 5 4
3 5 5
3 5 6
3 5 7
3 5 8
3 5 9
3 6 0
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
C a o t r n h n h 4 5 1 . 5
m1=
3.5
M N H L 4 3 8 . 6
m2=
3
m'1
=1.5
m'2
=2
M N D B T 4 4 8 . 6
K h o a n g c a c h ( m )0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 1 2 0 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0
Cao
do(
m)
4 2 0
4 2 5
4 3 0
4 3 5
4 4 0
4 4 5
4 5 0
4 5 5
www.tainguyennuoc.vn
Xc nh cc iu kin bin ca nt: chn Boundary Conditions t thc n
Draw + iu kin bin thng lu:
+ iu kin bin h lu:
V cc mt ct thm: Vo Flux Section t thc n Draw
www.tainguyennuoc.vn
12
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 8
3 9
4 0
4 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 9
5 0
5 1
5 2
5 3
5 4
5 5
5 6
5 7
5 8
5 9
6 0
6 1
6 2
6 3
6 4
6 5
6 6
6 7
6 8
6 9
7 0
7 1
7 2
7 3
7 4
7 5
7 6
7 7
7 8
7 9
8 0
8 1
8 2
8 3
8 4
8 5
8 6
8 7
8 8
8 9
9 0
9 1
9 2
9 3
9 4
9 5
9 6
9 7
9 8
9 9
1 0 0
1 0 1
1 0 2
1 0 3
1 0 4
1 0 5
1 0 6
1 0 7
1 0 8
1 0 9
1 1 0
1 1 1
1 1 2
1 1 3
1 1 4
1 1 5
1 1 6
1 1 7
1 1 8
1 1 9
1 2 0
1 2 1
1 2 2
1 2 3
1 2 4
1 2 5
1 2 6
1 2 7
1 2 8
1 2 9
1 3 0
1 3 1
1 3 2
1 3 3
1 3 4
1 3 5
1 3 6
1 3 7
1 3 8
1 3 9
1 4 0
1 4 1
1 4 2
1 4 3
1 4 4
1 4 5
1 4 6
1 4 7
1 4 8
1 4 9
1 5 0
1 5 1
1 5 2
1 5 3
1 5 4
1 5 5
1 5 6
1 5 7
1 5 8
1 5 9
1 6 0
1 6 1
1 6 2
1 6 3
1 6 4
1 6 5
1 6 6
1 6 7
1 6 8
1 6 9
1 7 0
1 7 1
1 7 2
1 7 3
1 7 4
1 7 5
1 7 6
1 7 7
1 7 8
1 7 9
1 8 0
1 8 1
1 8 2
1 8 3
1 8 4
1 8 5
1 8 6
1 8 7
1 8 8
1 8 9
1 9 0
1 9 1
1 9 2
1 9 3
1 9 4
1 9 5
1 9 6
1 9 7
1 9 8
1 9 9
2 0 0
2 0 1
2 0 2
2 0 3
2 0 4
2 0 5
2 0 6
2 0 7
2 0 8
2 0 9
2 1 0
2 1 1
2 1 2
2 1 3
2 1 4
2 1 5
2 1 6
2 1 7
2 1 8
2 1 9
2 2 0
2 2 1
2 2 2
2 2 3
2 2 4
2 2 5
2 2 6
2 2 7
2 2 8
2 2 9
2 3 0
2 3 1
2 3 2
2 3 3
2 3 42 3 5
2 3 6
2 3 7
2 3 8
2 3 9
2 4 0
2 4 1
2 4 2
2 4 3
2 4 4
2 4 5
2 4 6
2 4 7
2 4 8
2 4 9
2 5 0
2 5 12 5 2
2 5 3
2 5 4
2 5 5
2 5 6
2 5 7
2 5 8
2 5 9
2 6 0
2 6 1
2 6 2
2 6 3
2 6 4
2 6 52 6 6
2 6 72 6 8
2 6 9
2 7 02 7 1
2 7 2
2 7 32 7 42 7 5
2 7 6
2 7 7
2 7 8
2 7 9
2 8 0
2 8 1
2 8 2
2 8 32 8 42 8 52 8 62 8 7
2 8 8
2 8 92 9 02 9 12 9 2
2 9 3
2 9 4
2 9 5
2 9 62 9 7
2 9 8
2 9 9
3 0 03 0 13 0 2
3 0 3
3 0 4
3 0 5
3 0 6
3 0 7
3 0 8
3 0 9
3 1 0
3 1 13 1 2
3 1 3
3 1 4
3 1 5
3 1 6
3 1 7
3 1 8
3 1 9
3 2 0
3 2 1
3 2 2
3 2 3
3 2 4
3 2 5
3 2 6
3 2 7
3 2 8
3 2 9
3 3 0
3 3 1
3 3 2
3 3 3
3 3 4
3 3 5
3 3 6
3 3 7
3 3 8
3 3 9
3 4 0
3 4 1
3 4 2
3 4 3
3 4 4
3 4 5
3 4 6
3 4 7
3 4 8
3 4 9
3 5 0
3 5 1
3 5 2
3 5 3
3 5 4
3 5 5
3 5 6
3 5 7
3 5 8
3 5 9
3 6 0
C a o t r n h n h 4 5 1 . 5
m1=
3.5
M N H L 4 3 8 . 6
m2=
3
m'1
=1.5
m'2
=2
M N D B T 4 4 8 . 6
1. 1930 e-0 06
1.2 032 e-0 06
3. 96 0 9e -0 07
Cho chy kt qu ta c bng kt qu sau
www.tainguyennuoc.vn
S min thm
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 8
3 9
4 0
4 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 9
5 0
5 1
5 2
5 3
5 4
5 5
5 6
5 7
5 8
5 9
6 0
6 1
6 2
6 3
6 4
6 5
6 6
6 7
6 8
6 9
7 0
7 1
7 2
7 3
7 4
7 5
7 6
7 7
7 8
7 9
8 0
8 1
8 2
8 3
8 4
8 5
8 6
8 7
8 8
8 9
9 0
9 1
9 2
9 3
9 4
9 5
9 6
9 7
9 8
9 9
1 0 0
1 0 1
1 0 2
1 0 3
1 0 4
1 0 5
1 0 6
1 0 7
1 0 8
1 0 9
1 1 0
1 1 1
1 1 2
1 1 3
1 1 4
1 1 5
1 1 6
1 1 7
1 1 8
1 1 9
1 2 0
1 2 1
1 2 2
1 2 3
1 2 4
1 2 5
1 2 6
1 2 7
1 2 8
1 2 9
1 3 0
1 3 1
1 3 2
1 3 3
1 3 4
1 3 5
1 3 6
1 3 7
1 3 8
1 3 9
1 4 0
1 4 1
1 4 2
1 4 3
1 4 4
1 4 5
1 4 6
1 4 7
1 4 8
1 4 9
1 5 0
1 5 1
1 5 2
1 5 3
1 5 4
1 5 5
1 5 6
1 5 7
1 5 8
1 5 9
1 6 0
1 6 1
1 6 2
1 6 3
1 6 4
1 6 5
1 6 6
1 6 7
1 6 8
1 6 9
1 7 0
1 7 1
1 7 2
1 7 3
1 7 4
1 7 5
1 7 6
1 7 7
1 7 8
1 7 9
1 8 0
1 8 1
1 8 2
1 8 3
1 8 4
1 8 5
1 8 6
1 8 7
1 8 8
1 8 9
1 9 0
1 9 1
1 9 2
1 9 3
1 9 4
1 9 5
1 9 6
1 9 7
1 9 8
1 9 9
2 0 0
2 0 1
2 0 2
2 0 3
2 0 4
2 0 5
2 0 6
2 0 7
2 0 8
2 0 9
2 1 0
2 1 1
2 1 2
2 1 3
2 1 4
2 1 5
2 1 6
2 1 7
2 1 8
2 1 9
2 2 0
2 2 1
2 2 2
2 2 3
2 2 4
2 2 5
2 2 6
2 2 7
2 2 8
2 2 9
2 3 0
2 3 1
2 3 2
2 3 3
2 3 42 3 5
2 3 6
2 3 7
2 3 8
2 3 9
2 4 0
2 4 1
2 4 2
2 4 3
2 4 4
2 4 5
2 4 6
2 4 7
2 4 8
2 4 9
2 5 0
2 5 12 5 2
2 5 3
2 5 4
2 5 5
2 5 6
2 5 7
2 5 8
2 5 9
2 6 0
2 6 1
2 6 2
2 6 3
2 6 4
2 6 52 6 6
2 6 72 6 8
2 6 9
2 7 02 7 1
2 7 2
2 7 32 7 42 7 5
2 7 6
2 7 7
2 7 8
2 7 9
2 8 0
2 8 1
2 8 2
2 8 32 8 42 8 52 8 62 8 7
2 8 8
2 8 92 9 02 9 12 9 2
2 9 3
2 9 4
2 9 5
2 9 62 9 7
2 9 8
2 9 9
3 0 03 0 13 0 2
3 0 3
3 0 4
3 0 5
3 0 6
3 0 7
3 0 8
3 0 9
3 1 0
3 1 13 1 2
3 1 3
3 1 4
3 1 5
3 1 6
3 1 7
3 1 8
3 1 9
3 2 0
3 2 1
3 2 2
3 2 3
3 2 4
3 2 5
3 2 6
3 2 7
3 2 8
3 2 9
3 3 0
3 3 1
3 3 2
3 3 3
3 3 4
3 3 5
3 3 6
3 3 7
3 3 8
3 3 9
3 4 0
3 4 1
3 4 2
3 4 3
3 4 4
3 4 5
3 4 6
3 4 7
3 4 8
3 4 9
3 5 0
3 5 1
3 5 2
3 5 3
3 5 4
3 5 5
3 5 6
3 5 7
3 5 8
3 5 9
3 6 0
C a o t r n h n h 4 5 1 . 5
m1=
3.5
M N H L 4 3 8 . 6
m2=
3
m'1
=1.5
m'2
=2
M N D B T 4 4 8 . 6
0.5
0.5
2
4
1.1930 e-0 06
1.2 032 e-0 06
3. 96 0 9e -0 07
Cho chy kt qu ta c bng kt qu sau: Kt qu tnh ton thm cho p
Cc thng s v thm Gradient thm ln nht trong thn p Jthn 4 Gradient thm ln nht trong nn p Jnn 2 Gradient thm ln nht ti ca ra Jcara 0.5 Lu lng thm n v qua p & nn p q (m/s.m) 1.2032x10-6 Tng lu lng thm qua thn & nn p Q (m/ngym), L=752m 78.17
www.tainguyennuoc.vn
3.1.3. Trng hp chng thm bng tng li + chn rng
1
2 3
4 5
6 7
89 1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8 1 9
2 02 1
2 22 3
2 42 5
2 62 7
M N H L
m1=
3.5
M N D B T
m2=
3
m'1
=1.5
m'2
=2
K h o a n g c a c h ( m )0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 1 2 0 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0
Cao
do(
m)
4 2 0
4 2 5
4 3 0
4 3 5
4 4 0
4 4 5
4 5 0
4 5 5
: a.Xc nh hm thm cho tng lp nn v cho p, thit b thot nc, thit b chng thm
Vo KeyIn/hydraulic Funtion/ Hydraulic Conductivity t tn cho tng lp v nhp h s thm
Ta cc phn t hu hn: Vo Draw/Regions
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 8
3 9
4 0
4 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 9
5 0
5 1
5 2
5 3
5 4
5 5
5 6
5 7
5 8
5 9
6 0
6 1
6 2
6 3
6 4
6 5
6 6
6 7
6 8
6 9
7 0
7 1
7 2
7 3
7 4
7 5
7 6
7 7
7 8
7 9
8 0
8 1
8 2
8 3
8 4
8 5
8 6
8 7
8 8
8 9
9 0
9 1
9 2
9 3
9 4
9 5
9 6
9 7
9 8
9 9
1 0 0
1 0 1
1 0 2
1 0 3
1 0 4
1 0 5
1 0 6
1 0 7
1 0 8
1 0 9
1 1 0
1 1 1
1 1 2
1 1 3
1 1 4
1 1 5
1 1 6
1 1 7
1 1 8
1 1 9
1 2 0
1 2 1
1 2 2
1 2 3
1 2 4
1 2 5
1 2 6
1 2 7
1 2 8
1 2 9
1 3 0
1 3 1
1 3 2
1 3 3
1 3 4
1 3 5
1 3 6
1 3 7
1 3 8
1 3 9
1 4 0
1 4 1
1 4 2
1 4 3
1 4 4
1 4 5
1 4 6
1 4 7
1 4 8
1 4 9
1 5 0
1 5 1
1 5 2
1 5 3
1 5 4
1 5 5
1 5 6
1 5 7
1 5 8
1 5 9
1 6 0
1 6 1
1 6 2
1 6 3
1 6 4
1 6 5
1 6 6
1 6 7
1 6 8
1 6 9
1 7 0
1 7 1
1 7 2
1 7 3
1 7 4
1 7 5
1 7 6
1 7 7
1 7 8
1 7 9
1 8 0
1 8 1
1 8 2
1 8 3
1 8 4
1 8 5
1 8 6
1 8 7
1 8 8
1 8 9
1 9 0
1 9 1
1 9 2
1 9 3
1 9 4
1 9 5
1 9 6
1 9 7
1 9 8
1 9 9
2 0 0
2 0 1
2 0 2
2 0 3
2 0 4
2 0 5
2 0 6
2 0 7
2 0 8
2 0 9
2 1 0
2 1 1
2 1 2
2 1 3
2 1 4
2 1 5
2 1 6
2 1 7
2 1 8
2 1 9
2 2 0
2 2 1
2 2 2
2 2 3
2 2 4
2 2 5
2 2 6
2 2 7
2 2 8
2 2 9
2 3 0
2 3 1
2 3 2
2 3 32 3 4
2 3 5
2 3 62 3 7
2 3 8
2 3 9
2 4 0
2 4 1
2 4 2
2 4 3
2 4 4
2 4 5
2 4 6
2 4 7
2 4 8
2 4 92 5 02 5 1
2 5 2
2 5 32 5 42 5 52 5 62 5 7
2 5 82 5 9
2 6 0
2 6 12 6 22 6 32 6 42 6 52 6 6
2 6 7
2 6 8
2 6 9
2 7 0
2 7 1
2 7 2
2 7 3
2 7 4
2 7 52 7 6
2 7 7
2 7 82 7 92 8 0
2 8 1
2 8 22 8 3
2 8 42 8 5
2 8 6
2 8 72 8 8
2 8 9
2 9 0
2 9 1
2 9 2
2 9 3
2 9 4
2 9 5
2 9 62 9 7
2 9 8
2 9 9
3 0 0
3 0 1
3 0 2
3 0 3
3 0 4
3 0 5
3 0 6
3 0 7
3 0 8
3 0 9
3 1 0
3 1 1
3 1 2
3 1 3
3 1 4
3 1 5
3 1 6
3 1 7
3 1 8
3 1 9
3 2 0
3 2 1
3 2 2
3 2 3
3 2 4
3 2 5
3 2 6
3 2 7
3 2 8
3 2 9
3 3 0
3 3 1
3 3 2
3 3 3
3 3 4
3 3 5
3 3 6
3 3 7
3 3 8
3 3 9
3 4 0
3 4 1
3 4 2
3 4 3
3 4 4
3 4 5
3 4 6
3 4 7
3 4 8
3 4 9
3 5 0
3 5 1
3 5 2
1
2
3 4
5
6
7
8
9
1 0
1 11 2
M N H L
m1=
3.5
M N H L 4 4 8 . 6
m2=
3
m'1
=1.5
m'2
=2
M N D B T 4 4 8 . 6 C a o t r n h n h 4 5 1 . 5
a t n e n 1
a t n e n 2
a t n e n 3
a t n e n 4
a t n e n 1
Khoang c ach( m)0 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 1 2 0 1 3 0 1 4 0 1 5 0 1 6 0 1 7 0 1 8 0 1 9 0 2 0 0
Cao
do(
m)
4 2 0
4 2 5
4 3 0
4 3 5
4 4 0
4 4 5
4 5 0
4 5 5
www.tainguyennuoc.vn
Xc nh cc iu kin bin ca nt: chn Boundary Conditions t thc n Draw
+ iu kin bin thng lu:
+ iu kin bin h lu:
www.tainguyennuoc.vn
V cc mt ct thm: Vo Flux Section t thc n Draw
M N H L
m1=
3.5
M N H L 4 4 8 . 6
m2=
3
m'1
=1.5
m'2
=2
M N D B T 4 4 8 . 6 C a o t r n h n h 4 5 1 . 5
a t n e n 1
a t n e n 2
a t n e n 3
a t n e n 4
a t n e n 1
2. 2
416e
-00 7
3.8
8 14 e
- 01 0
2.2
968e
-007
1.9
199 e
-007
Cho chy kt qu ta c bng kt qu sau:
www.tainguyennuoc.vn
S min thm
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 8
3 9
4 0
4 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 9
5 0
5 1
5 2
5 3
5 4
5 5
5 6
5 7
5 8
5 9
6 0
6 1
6 2
6 3
6 4
6 5
6 6
6 7
6 8
6 9
7 0
7 1
7 2
7 3
7 4
7 5
7 6
7 7
7 8
7 9
8 0
8 1
8 2
8 3
8 4
8 5
8 6
8 7
8 8
8 9
9 0
9 1
9 2
9 3
9 4
9 5
9 6
9 7
9 8
9 9
1 0 0
1 0 1
1 0 2
1 0 3
1 0 4
1 0 5
1 0 6
1 0 7
1 0 8
1 0 9
1 1 0
1 1 1
1 1 2
1 1 3
1 1 4
1 1 5
1 1 6
1 1 7
1 1 8
1 1 9
1 2 0
1 2 1
1 2 2
1 2 3
1 2 4
1 2 5
1 2 6
1 2 7
1 2 8
1 2 9
1 3 0
1 3 1
1 3 2
1 3 3
1 3 4
1 3 5
1 3 6
1 3 7
1 3 8
1 3 9
1 4 0
1 4 1
1 4 2
1 4 3
1 4 4
1 4 5
1 4 6
1 4 7
1 4 8
1 4 9
1 5 0
1 5 1
1 5 2
1 5 3
1 5 4
1 5 5
1 5 6
1 5 7
1 5 8
1 5 9
1 6 0
1 6 1
1 6 2
1 6 3
1 6 4
1 6 5
1 6 6
1 6 7
1 6 8
1 6 9
1 7 0
1 7 1
1 7 2
1 7 3
1 7 4
1 7 5
1 7 6
1 7 7
1 7 8
1 7 9
1 8 0
1 8 1
1 8 2
1 8 3
1 8 4
1 8 5
1 8 6
1 8 7
1 8 8
1 8 9
1 9 0
1 9 1
1 9 2
1 9 3
1 9 4
1 9 5
1 9 6
1 9 7
1 9 8
1 9 9
2 0 0
2 0 12 0 22 0 32 0 42 0 52 0 62 0 7
2 0 8
2 0 9
2 1 0
2 1 1
2 1 2
2 1 3
2 1 4
2 1 5
2 1 6
2 1 72 1 8
2 1 9
2 2 02 2 12 2 22 2 32 2 4
2 2 5
2 2 6
2 2 7
2 2 8
2 2 9
2 3 0
2 3 1
2 3 2
2 3 32 3 4
2 3 5
2 3 62 3 72 3 8
2 3 9
2 4 0
2 4 1
2 4 2
2 4 3
2 4 4
2 4 5
2 4 6
2 4 7
2 4 8
2 4 92 5 02 5 1
2 5 2
2 5 32 5 42 5 52 5 6
2 5 7
2 5 82 5 9
2 6 0
2 6 12 6 22 6 32 6 42 6 52 6 6
2 6 7
2 6 8
2 6 9
2 7 0
2 7 1
2 7 2
2 7 3
2 7 4
2 7 52 7 62 7 7
2 7 82 7 92 8 0
2 8 1
2 8 22 8 3
2 8 42 8 5
2 8 6
2 8 72 8 8
2 8 9
2 9 0
2 9 1
2 9 2
2 9 3
2 9 4
2 9 5
2 9 62 9 7
2 9 8
2 9 9
3 0 0
3 0 1
3 0 2
3 0 3
3 0 4
3 0 5
3 0 6
3 0 7
3 0 8
3 0 9
3 1 0
3 1 1
3 1 2
3 1 3
3 1 4
3 1 5
3 1 6
3 1 7
3 1 8
3 1 9
3 2 0
3 2 1
3 2 2
3 2 3
3 2 4
3 2 5
3 2 6
3 2 7
3 2 8
3 2 9
3 3 0
3 3 1
3 3 2
3 3 3
3 3 4
3 3 5
3 3 6
3 3 7
3 3 8
3 3 9
3 4 0
3 4 1
3 4 2
3 4 3
3 4 4
3 4 5
3 4 6
3 4 7
3 4 8
3 4 9
3 5 0
3 5 1
3 5 2
M N H L
m1=
3.5
M N H L 4 4 8 . 6
m2=
3
m'1
=1.5
m'2
=2
M N D B T 4 4 8 . 6 C a o t r n h n h 4 5 1 . 5
0.2
2.4 2
.4
Kt qu tnh ton thm cho p
Cc thng s v thm Gradient thm ln nht trong thn p Jthn 2.4 Gradient thm ln nht trong nn p Jnn 2.4 Gradient thm ln nht ti ca ra Jcara 0.2 Lu lng thm n v qua p & nn p q (m/s.m) 2.2968x10-7 Tng lu lng thm qua thn & nn p Q (m/ngym), L=742m 16.53
3.4 Phn tch kt qu tnh thm Tham kho cc ti liu nh : S tay k thut thy li tp 3, Thy cng tp
II, Cm nang thy cng v mt s ti liu khc th gradient thm cho php i vi cng trnh cp IV, t p l st : [J] = 0,9.
m bo iu kin v thm Jtt < [J]. Trong mt s trng hp, Gradient thm ti v tr tip gip vi thit b tiu nc ln hn tr s cho php v vy cn phi thit k tng lc ngc ti cc v tr dng thm thot ra trnh s mt n nh v thm.
Cu to tng lc ngc theo nh tnh ton Gradient thm cho php i vi t dnh khi c tng lc ngc [JLN] = 3,7.
So snh 3 phng php chng thm trn cho thy c 3 phng php ng bo ha u h thp t ngt khi i qua vt liu chng thm.
+ PP 1 : lu lng n v ti mt ct ln nht xy xa ti im chnh gia ca thn p, tng lu lng thm trong 1 ngy m l ln (120.73 m/ngym), J max =3.5
+PP 2 : lu lng thm n v ti mt ct ln nht xy xa ti im chnh gia ca thn p, tng lu lng thm trong 1 ngy m l ln (78.17 m/ngym), J max =4 >[J] nn khng m bo iu kin chng thm.
+ PP3 th lu lng gi tr lu lng n v ln nht ti mt ct trc tng li + chn rng chng thm. Ga tr lu lng thm qua p trong 1 ngy m l nh nht = 16.53(m/ngym), tc thm ti thn p l ln nhng vn tha mn iu kin thm.
Kt lun : trong tt c 3 trng hp tnh ton th PP 3 c Jmax
V bn knh tm trut: vo Draw slip surface Radius
V li tm trt: vo Draw slip surface Gid
www.tainguyennuoc.vn
Cho chy kt qu ta c bng kt qu sau:
1
2
3
4
5
6
7
12
3
4
5
6
7
8
9
1 01 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 92 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 82 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 83 9
4 04 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 95 0
5 1
5 2
5 3
5 4
5 5
5 6
5 75 85 9
6 0
6 1
6 2
6 3
6 4
6 5
6 6
6 7
6 8
6 9
7 0
7 1
7 2
7 3
7 4
7 5
7 6
7 7
7 8
7 9
8 0
8 1
8 2
8 3
8 4
8 5
8 6
8 7
8 8
8 9
9 0
9 1
9 2
9 3
9 4
9 5
9 6
9 7
9 8
9 9
1 0 0
1 0 1
1 0 2
1 0 3
1 0 4
1 0 5
1 0 6
1 0 7
1 0 8
1 0 9
1 1 0
1 1 1
1 1 2
1 1 3
1 1 4
1 1 5
1 1 6
1 1 7
1 1 8
1 1 9
1 2 0
1 2 1
1 2 2
1 2 3
1 2 4
1 2 5
1 2 6
1 2 7
1 2 8
1 2 9
1 3 0
1 3 1
1 3 2
1 3 3
1 3 4
1 3 5
1 3 6
1 3 7
1 3 8
1 3 9
1 4 0
1 4 1
1 4 2
1 4 3
1 4 4
1 4 5
1 4 6
1 4 7
1 4 8
1 4 9
1 5 0
1 5 1
1 5 2
1 5 3
1 5 4
1 5 5
1 5 6
1 5 7
1 5 8
1 5 91 6 0
1 6 1
1 6 2
1 6 3
1 6 4
1 6 5
1 6 6
1 6 7
1 6 8
1 6 9
1 7 0
1 7 1
1 7 2
1 7 3
1 7 4
1 7 5
1 7 6
1 7 7
1 7 8
1 7 9
1 8 0
1 8 1
1 8 2
1 8 3
1 8 4
1 8 5
1 8 6
1 8 7
1 8 8
1 8 9
1 9 0
1 9 1
1 9 2
1 9 31 9 4
1 9 5
1 9 6
1 9 71 9 8
1 9 9
2 0 0
2 0 1
2 0 2
2 0 3
2 0 4
2 0 5
2 0 6
2 0 72 0 82 0 92 1 0
2 1 1
2 1 2
2 1 32 1 42 1 52 1 6
2 1 72 1 82 1 92 2 02 2 12 2 22 2 32 2 42 2 52 2 62 2 72 2 82 2 9
2 3 0
2 3 12 3 2
2 3 3
2 3 42 3 5
2 3 6
2 3 7
2 3 8
2 3 9
2 4 0
2 4 1
2 4 2
2 4 3
2 4 42 4 5
2 4 62 4 72 4 82 4 92 5 02 5 12 5 2
2 5 3
2 5 4
2 5 5
2 5 6
2 5 7
2 5 8
2 5 9
2 6 0
2 6 1
2 6 2
2 6 3
2 6 4
2 6 5
2 6 6
2 6 7
2 6 8
2 6 9
2 7 0
2 7 1
2 7 2
2 7 3
2 7 4
2 7 5
2 7 6
2 7 7
2 7 8
2 7 9
2 8 0
2 8 1
2 8 2
2 8 3
2 8 4
2 8 5
2 8 6
2 8 7
2 8 8
2 8 9
2 9 0
2 9 1
1 . 2 3 1
a t n e n 4
m1=
3.5
M N H L 4 3 8 . 6
m2=
3
m'1=
1.5
m'2=
2
C a o t r n h 4 5 1 . 5M N D B T 4 4 8 . 6
a t n e n 3
a t n e n 2
a t n e n 1
a p
M a t t r t
www.tainguyennuoc.vn
Kt qu tnh ton n nh mi p H s n nh mi h lu, Kh
H s n nh cho php [K]
1,231 1,15 3.5.2.Phng php tng nghing + chn rng
Lm tng t ta c kt qu sau
www.tainguyennuoc.vn
12
3
4
5
6
7
8
9
1 0
1 1
1 2
1
2
3
4
5
6
7
8
9
1 0
1 1
1 2
1 3
1 4
1 5
1 6
1 7
1 8
1 9
2 0
2 1
2 2
2 3
2 4
2 5
2 6
2 7
2 8
2 9
3 0
3 1
3 2
3 3
3 4
3 5
3 6
3 7
3 8
3 9
4 0
4 1
4 2
4 3
4 4
4 5
4 6
4 7
4 8
4 9
5 0
5 1
5 2
5 3
5 4
5 5
5 6
5 7
5 8
5 9
6 0
6 1
6 2
6 3
6 4
6 5
6 6
6 7
6 8
6 9
7 0
7 1
7 2
7 3
7 4
7 5
7 6
7 7
7 8
7 9
8 0
8 1
8 2
8 3
8 4
8 5
8 6
8 7
8 8
8 9
9 0
9 1
9 2
9 3
9 4
9 5
9 6
9 7
9 8
9 9
1 0 0
1 0 1
1 0 2
1 0 3
1 0 4
1 0 5
1 0 6
1 0 7
1 0 8
1 0 9
1 1 0
1 1 1
1 1 2
1 1 3
1 1 4
1 1 5
1 1 6
1 1 7
1 1 8
1 1 9
1 2 0
1 2 1
1 2 2
1 2 3
1 2 4
1 2 5
1 2 6
1 2 7
1 2 8
1 2 9
1 3 0
1 3 1
1 3 2
1 3 3
1 3 4
1 3 5
1 3 6
1 3 7
1 3 8
1 3 9
1 4 0
1 4 1
1 4 2
1 4 3
1 4 4
1 4 5
1 4 6
1 4 7
1 4 8
1 4 9
1 5 0
1 5 1
1 5 2
1 5 3
1 5 4
1 5 5
1 5 6
1 5 7
1 5 8
1 5 9
1 6 0
1 6 1
1 6 2
1 6 3
1 6 4
1 6 5
1 6 6
1 6 7
1 6 8
1 6 9
1 7 0
1 7 1
1 7 2
1 7 3
1 7 4
1 7 5
1 7 6
1 7 7
1 7 8
1 7 9
1 8 0
1 8 1
1 8 2
1 8 3
1 8 4
1 8 5
1 8 6
1 8 7
1 8 8
1 8 9
1 9 0
1 9 1
1 9 2
1 9 3
1 9 4
1 9 5
1 9 6
1 9 7
1 9 8
1 9 9
2 0 0
2 0 1
2 0 2
2 0 3
2 0 4
2 0 5
2 0 6
2 0 7
2 0 8
2 0 9
2 1 0
2 1 1
2 1 2
2 1 3
2 1 4
2 1 5
2 1 6
2 1 7
2 1 8
2 1 9
2 2 0
2 2 1
2 2 2
2 2 3
2 2 4
2 2 5
2 2 6
2 2 7
2 2 8
2 2 9
2 3 0
2 3 1
2 3 2
2 3 3
2 3 42 3 5
2 3 6
2 3 7
2 3 8
2 3 9
2 4 0
2 4 1
2 4 2
2 4 3
2 4 4
2 4 5
2 4 6
2 4 7
2 4 8
2 4 9
2 5 0
2 5 12 5 2
2 5 3
2 5 4
2 5 5
2 5 6
2 5 7
2 5 8
2 5 9
2 6 0
2 6 1
2 6 2
2 6 3
2 6 4
2 6 52 6 6
2 6 72 6 8
2 6 9
2 7 02 7 1
2 7 2
2 7 32 7 42 7 5
2 7 6
2 7 7
2 7 8
2 7 9
2 8 0
2 8 1
2 8 2
2 8 32 8 42 8 52 8 62 8 7
2 8 8
2 8 92 9 02 9 12 9 2
2 9 3
2 9 4
2 9 5
2 9 62 9 7
2 9 8
2 9 9
3 0 03 0 13 0 2
3 0 3
3 0 4
3 0 5
3 0 6
3 0 7
3 0 8
3 0 9
3 1 0
3 1 13 1 2
3 1 3
3 1 4
3 1 5
3 1 6
3 1 7
3 1 8
3 1 9
3 2 0
3 2 1
3 2 2
3 2 3
3 2 4
3 2 5
3 2 6
3 2 7
3 2 8
3 2 9
3 3 0
3 3 1
3 3 2
3 3 3
3 3 4
3 3 5
3 3 6
3 3 7
3 3 8
3 3 9
3 4 0
3 4 1
3 4 2
3 4 3
3 4 4
3 4 5
3 4 6
3 4 7
3 4 8
3 4 9
3 5 0
3 5 1
3 5 2
3 5 3
3 5 4
3 5 5
3 5 6
3 5 7
3 5 8
3 5 9
3 6 0
1 . 2 9 3
C a o t r n h n h 4 5 1 .5
m1=
3.5
M N H L 4 3 8 .6
m2=
3
m'1
=1.5
m'2
=2
M N D B T 4 4 8 .6
Kt qu tnh ton n nh mi p H s n nh mi h lu, Kh
H s n nh cho php [K]
1,293 1,15 3.5.3.Phng php tng li + chn rng
Lm tng t ta c kt qu sau
www.tainguyennuoc.vn
12
3 4
5
6
7
8
9
1 0
1 11 2
1 . 2 8 7
M N H L
m1=
3.5
M N H L 4 4 8 . 6
m2=
3
m'1=
1.5
m'2=
2
M N D B T 4 4 8 . 6 C a o t r n h n h 4 5 1 . 5
a t n e n 1
a t n e n 2
a t n e n 3
a t n e n 4
a t n e n 1
M a t t r t
www.tainguyennuoc.vn
Kt qu tnh ton n nh mi p H s n nh mi h lu, Kh
H s n nh cho php [K]
1,287 1,15 t nn p gia lng sng l phong ha t mnh n va nn
vic chn c ch tiu khng ct tnh ton cho t nn hu nh khng nh hng ti n nh mi p do cc ch tiu ny tng i cao, cung trt khng ct qua nn.
H s n nh cho php [K] ly theo Quy phm thit k p t m nn. Kt lun : H s n nh K > [K] trong tt c cc trng hp tnh ton nn
mi p m bo iu kin n nh. Nh vy trng c 3 phng n so snh c v iu kin chng thm v iu
kin n nh th ta thy phng php chng thm bng tng nghing v sn ph l phng n tt nht v va m bo lu lng thm nh va m bo iu kin n nh mi h lu khng gy ra st l.
KT LUN V KIN NGH Kt lun
Qua cc kt qu nghin cu phn tch tnh ton, cho php ta rt ra cc kt lun c th sau khi s dng phn mm Geo - slove
u im : - S dng phn mm ny cho php ta kt qu nhanh, tnh c chnh
xc gi tr h s an ton nh nht ca cung trt trong khi nu lm bng tay phi mt rt nhiu thi gian thm ch cn tm khng ra.
- Cng mt lc tnh n nh cho nhiu phng n h s mi p h lu khc nhau hoc cc phng n chng thm khc nhau so snh kt qu
- a bi ton p t vi nhiu h s thm khc nhau v n gin Nhc im : - Kt qu tnh ton khng chnh xc m ch tng i
Kin Ngh ng dng ca GEO SLOVE l nhiu nhng thi gian c hn nn trong
ti ny em ch cp n vic tnh tnh thm v n nh cho p t trong trng hp a ra nhiu phng n chng thm khc nhau.
Do trnh v thi gian c hn nn trong ti khng th trnh khi nhng tn ti hn ch, em rt mong nhn c mi kin ng gp, trao i chn thnh ti c hon thin hn. Em cng mong mun nhng vn cn tn ti cha nghin cu s c pht trin mc nghin cu su hn.
www.tainguyennuoc.vn
www.tainguyennuoc.vn
www.tainguyennuoc.vn