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  • 1

    n : Tnh ton thit k chng st cho ng

    dy v trm bin p 110/22KV

    H thng in l mt h thng quan trng ca h thng nng lng

    Vit Nam v khng th thiu c trc cng cuc hin i ho, cng nghip

    ho t nc. Do ngun in thng t xa ni tiu th in nng nn phi

    chuyn qua cc trm bin p tng hoc gim in p. i vi nc ta l nc

    c kh hu nhit i gi ma, m h thng in li ko di t Bc vo Nam do

    phi i qua nhiu vng kh hu khc nhau c bit l nhng ni c m

    cao, mt ging st nhiu. Thit hi do st gy ra cho ngnh in v nn

    kinh t quc dn l rt ln.

    V vy chng ta phi u t vo nghin cu, tm ra nhng gii php

    chng st nh vo cc nh my, trm bin p, ng dy gim n mc

    ti thiu thit hi do st gy ra cho nn kinh t. Vi yu cu nh vy, n

    thit k ca em gm bn thuyt minh ny v km theo bn v thit k v bo

    v chng st cho trm bin p 110/22/0,4KV v ng dy 110KV.

    Do thi gian c hn nn vic thit k ca em khng trnh khi nhng

    sai st, em mong c s ch bo gip ca cc thy c gio b mn h

    thng in. ng thi em xin chn thnh cm n thy gio Nguyn nh

    Thng tn tnh hng dn em hon thnh n thit k na v em cng

    xin cm n cc thy c gio b mn quan tm ch bo, hng dn chng

    em trong vic thit k n tt nghip.

    Mt ln na em xin chn thnh cm n!

    Ngy 29 thng 4 nm 2003 Sinh vin thit k

  • 2

    on Vn Minh

    CHNG M U

    ------o0o-----

    TNH HNH GING ST VIT NAM V NH HNG CA N TI LI IN

    ic nghin cu ging st v bin php chng st c lch s

    lu di cng vi s pht trin ca ngnh in. Ngy nay

    ngi ta tm ra c cc phng php, nhng h thng thit b v k thut

    cao phng st nh mt cch hu hiu v an ton.

    Tuy nhin mt , thi gian xy ra st nh khng th d on c

    trc nn vic nghin cu chng st l rt quan trng c bit l ngnh in .

    I - TNH HNH GING ST VIT NAM. - Theo ti KC - 03 - 07 vin Nng Lng, trong mt nm s ngy st

    nh mim Bc khong t 70 - 100 ngy v s ln c ging t 150 - 300

    ln. Vng c ging nhiu nht trn min Bc l khu vc: Mng Ci, Tin Yn

    (Qung Ninh) hng nm c t 100 - 110 ngy ging st, thng 7 - 8 c th c

    n 25 ngy ging trn mt thng.

    - Mt s vng c a hnh chuyn tip gia cc vng ni v vng ng

    bng, s ln ging cng n 200 ln/ 1 nm, vi s ngy cng n 100

    ngy/nm. Ni t ging nht l Qung Bnh, hng nm ch c khong 80 ngy

    ging. Xt v din bin ca ma ging trong nm, ma ging khng hon

    ton ng nht gia cc vng. Ni chung mim Bc ma ging tp trung t

    thng 4 n thng 9, min Ty Bc tp trung khong t thng 5 n thng 8

    trong nm.

    V

  • 3

    - Trn vng duyn hi Trung B pha Bc n Qung Ngi l khu vc

    tng i nhiu ging trong thng 4 n thng 8 s ngy ging xp x 10

    ngy/thng. Thng nhiu nht l thng 5 c th t 12 n 15 ngy. Nhng

    ngy u ma v cui ma ch c 2 n 5 ngy/ thng.

    - T Bnh nh tr vo l khu vc t ging nht thng ch c vo thng 5

    vi s ngy xp x bng 10 ngy (Tuy ho: 10 ngy; Nha Trang 8 ngy; Phan

    Thit: 13 ngy), cn cc thng khc ca ma ng ch quan st c t 5 n

    7 ngy ging st.

    - Min Nam cng c kh nhiu ging hng nm quan st c t 40 - 50

    ngy tu tng ni. Khu vc nhiu nht l ng bng Nam B, s ngy ging

    st c th ln ti 120 n 140 ngy. Ma ng Nam B t thng 4 n

    thng 11 s ngy ging trung bnh 10 ngy/thng cn t thng 5 n thng 10

    c khong trn 20 ngy ging ( Si Gn: 22 ngy; H Tin: 28 ngy)

    - Ty Nguyn ma dng thng ch c t cc thng 4,5 v thng 9. Thng

    cc i (thng 5) trung bnh quan st c 15 ngy ging v Ty Nguyn

    trung bnh s nga ging t 10 - 12 ngy(Ply cu: 17 ngy; Kon Tum: 14

    ngy, Lt: 10 ngy) cn cc thng khc ca Ma ng trung bnh c t 5

    n 7 ngy/thng.

    - Qua s liu kho st ta thy rng trung bnh ging st 3 min Bc - Trung -

    Nam, nhng vng ln cn li c mt tng i ging nhau. Kt qu nghin

    cu ngi ta lp c bn - phn vng st Vit Nam (cc thng s cho

    trong bng 1-1).

    Bng 1-1:

    Vng Ngy ging trung bnh (ngy/nm)

    Gi ging trung bnh(h/nm)

    Mt st trung bnh

    Thng ging cc

    i

    ngBngven bin Mim Bc 81,1 215,6 6,47 8

    Min ni trung 61,6 219,1 6,33 7

  • 4

    du Bc B.

    Cao nguyn MinTrung 47,6 216,21 3,31 5,8

    Ven bin MinTrung 40,0 95,2 3,55 5,8

    ng Bng Min Nam 60,1 89,32 5,37 5,9

    - T cc s liu v ngy gi ging, s lng o lng nghin cu thc

    hin qua cc giai on c th tnh ton a ra cc s liu d kin v mt

    phng in xung cc khu vc (s liu d bo trong bng 1-2 ).

    Bng 1-2:

    S ngy

    dng

    ng bng

    ven bin

    Min ni

    trung du Bc

    B

    Cao nguyn

    min trung

    Ven bin

    min trung

    ng bng

    Min Nam

    20 40 2,43 4,68 2,1 4,2 1,2 2,4 1,22 2,44 1,26 2,52 40 60 4,68 7,92 4,2 6,3 2,4 3,6 2,44 3,65 2,52 3,78 60 80 7,92 9,82 6,3 8,4 3,6 4,8 3,65 4,87 3,78 5,06 80 100 9,82 12,15 8,4 10,5 4,8 6,0 4,87 6,09 5,06 6,3 100 120 12,1514,58 10,5 12,6 6,0 7,2 6,09 7,31 6,3 7,76

    II. S NH HNG CA GING ST TI H THNG IN:

    - Vit Nam, trong khun kh ti cp nh nc KC - 03 - 07 lp t

    cc thit b ghi st v b ghi tng hp trn cc ng dy ti in trong nhiu

    nm lin tc, kt qu thu thp tnh hnh s c li in 220 KV min Bc t

    nm 1987 n nm 1992 c ghi trong bng 3.

    - Trong tng hp s c vnh cu ca ng dy trn khng 220 KV Ph Li

    - H ng, nguyn nhn do st l 8/11 chim 72,7%. S d ly kt qu s c

    ca ng dy Ph Li - H ng lm kt qu chung cho s c li nh

    Min Bc v y l ng dy quan trng ca Min Bc v s c ng dy

  • 5

    ny nh hng rt ln n tnh hnh truyn ti in nng trn li in. Ngoi

    ra theo ti nghin cu khoa hc - nghin cu gii php k thut hon thin

    h thng chng st bo v li in trung p ca Vin Nng Lng tp

    trung thng k, phn bit tnh hnh s c li in 35 n 110 KV ca Min

    Bc ni chung v li in quc gia ni ring t nm 1976 n nm 1982.

    Kt qu thng k c th hin bng 1- 3.

    Bng 1- 3:

    Nm Di 220 KV ng dy Ph Li - H ng

    Tng s Vnh cu Tng s Vnh cu Do st

    1987

    1988

    1989

    1990

    1991

    1992

    2

    5

    24

    25

    30

    19

    1

    2

    3

    4

    2

    1

    2

    5

    6

    2

    3

    4

    1

    2

    2

    1

    1

    4

    1

    1

    1

    1

    1

    3

    Tng s 105 16 22 11 8

    - T thng k ny cho ta thy rng: Tng s c do st gy ra i vi ng

    dy trung p l ln hn tng s ca ng dy cao p, nhng tc hi ca n

    mang li i vi h thng in l rt ln. S ln s c li in 35KV chim

    t l kh ln n 54%.

    Bng 1- 4:

    Nm theo di Cp in p KV Tng chiu di ng dy (Km) Sut s c (ln /100Km) Tng s Do st

    1979 110 35

    1050 3400

    8,5 11,5

    1,85 6,00

    1980 110 35

    1100 3400

    6,8 10,7

    1,46 5,40

    1981 110 1150 5,6 2,50

  • 6

    35 3800 7,7 1,20

    1982 110 35

    3300 11200

    6,9 10,8

    2,50 5,10

    *Kt lun: Qua nghin c tnh hnh ging st Vit Nam v nhng thit

    hi do s gy ra cho li in l rt ln nn vic m bo chng st cho ng

    dy in v trm bin p l rt cn thit nhm gim n mc thp nht s c ct

    in ng dy. V vy vic u t nghin cu chng st l rt quan trng

    nng cao tin cy cung cp in v trong vn hnh li in quc gia.

    CHNG I

    ------o0o-----

    TNH TON TRNG ST NH TRCTIP VO TRM BIN P

    rong h thng in (HT), trm bin p (TBA) ng vai tr

    quan trng. N quyt nh rt ln v tin cy cung cp

    in ca ton HT v mt yu t quan trng dn n s mt n nh ca

    HT trong nhiu yu t l do sng st qu in p truyn vo trm t ng

    dy v do st nh trc tip vo trm.

    - Qua thng k, ngi ta thy s ln s c ca HT do b st nh chim t

    l rt ln so vi cc trng hp khc. V vy vic tnh ton bo v TBA do st

    nh h n mc ti thiu l mt nhim v ht sc quan trng v cn thit.

    Khi b st nh vo trm, cc thit b in s b h hng v c th dn n

    vic cung cp in b ngng ton b , ng thi c th lm nh hng trc

    tip n qu trnh sn xut in nng v cc ngnh kinh t khc.

    - m bo chng st nh trc tip vo trm cn dng cc ct thu st v

    dy chng st. Cc ct thu st ny c th c t c lp hoc trong iu

    kin cho php ta vn dng chiu cao ca cc ct, x ct n chiu sng. Ring

    ct c lp thng tn km hn v kinh t nn ch dng khi khng th tn

    dng c chiu cao ca cc ct, x...

    T

  • 7

    - Nu t cc ct thu st trn cc kt cu ca trm phn phi ngoi tri v

    dng dy chng st bo v cho don dy dn ni t s cui cng ca trm

    n ct u tin ca ng dy th chng s c ni t chung vi h thng

    ni t chung ca trm v tng ln nh ny cn tu thuc vo thng s ca

    dng in st v in tr ni t xung kch ca h thng. Khi in p ny

    vt qu gii hn cho php th c th gy nn nguy him cho cc thit b in,

    do vy ch trong iu kin cho php mi c t ct thu st trn cc cng

    trnh trong trm hoc dy chng st trong trm.

    - Khi thit k bo v chng st nh trc tip vo trm bin p, ngoi cc

    yu cu v k thut cn phi ch n vn kinh t v vn m thut.

    I. CC YU CU K THUT:

    - Vi mc ch gim vn u t khi thit k bo v chng st nh trc tip

    vo trm bin p ngoi tri, ngi ta thng b tr ct trn cc cao c sn

    nh ct, x... i vi trm 110KV do c mc cch nh cao nn cc ct thu

    st c th t trc tip trn cc kt cu ca trm. Cc tr ca cc kt cu trn

    c t cc ct thu st phi l ngn nht sao cho dng in st (Is) khuych

    tn vo t theo 3 4 thanh ci ca h thng ni t.

    - i vi trm 22KV khi b tr ct thu st trc tip trn x th phi tng

    cng cch in n cp 110KV, do vy s c tn tht v kinh t. Khi dng

    ct thu st c lp th phi ch n khong cch gia cc ct thu st ti cc

    b phn ca trm trnh kh nng phng in t ct n cc thit b bo v.

    Khi dng ct n chiu sng lm gi cho ct thu st th phi cho dy dn

    in n bng n vo ng ch v chn di t.

    - m bo cho c gii v chng n mn kim loi cn phi theo ng quy

    nh v cc loi vt liu, tit din dy khi dng trn mt t v di t.

  • 8

    II. GII THIU S LC V THIT K TRM 110/22KV:

    -Trm c kch thc: 60 x 100m2

    -Tng din tch trm: 6000m2

    - Chiu cao ln nht cn c bo v pha 110KV l 11m pha 22KV l 8m

    - Trong trm c 2 my bin p 110/22KV, c 2 l ng dy 110KV i vo

    v 5 l ng dy 22KV i ra.

    - Trn cc l 110KV c dy chng st nn cc thit b ca trm nm di

    on ng dy vo trm n x n dy u c bo v nn ta thit k

    chng st cho pha 110KV c th khng cn tnh n phm vi ny.

    - Trong phn thit k ny ta a ra cc phng n b tr ct thu st bo

    v trm bin p ngoi tri theo cc yu cu k thut, m thut v kinh t sau

    chn phng n hp l tnh ton.

    III - PHM VI BO V CA CT THU ST: 1. Phm vi bo v ca mt ct thu st (H1-1):

    - Bn knh bo v cho cao hx l:

  • 9

    )hh(

    h

    h1

    6,1r x

    xx

    +=

    Trong :

    h - L cao ca ct.

    hx - L c cao cn bo v.

    h - hx = ha - L chiu cao hiu dng ca ct.

    Nu hth32

    3 th )8,01(5,1 hh

    h xx =

    hhx 32> th

    =

    hhx

    x 175,0

    - Nu chiu cao ca ct h > 30m th ta phi k n h s iu chnh ngha

    l:

    Prmhr xx .)30( => (vi P l h s hiu chnh)

    .5,5h

    P =

    2. Phm vi bo v ca hai ct v nhiu ct thu st :

    - Nu hai ct c chiu cao bng nhau: gi s 2 ct cch nhau mt khong l

    a.

    + Nu a = 7h th bt k im no trn mt t gia hai ct s c bo

    v an ton.

    + Nu a = 7h th ct bo v c cao l 0

    0

    hh c xc nh t h).

    .77 00ahhahh ==

    + Ta xem h0 nh cao mt ct v tnh phm vi bo v cho cao hx

    =>

    =

    000

    0000

    175,032

    8,015,1

    32

    hhhrhh

    hh

    hrhh

    xoxx

    xxx

  • 10

    + Khi ct thu st c h> 30 th Pahh

    70=

    Hnh 1-2

    -Nu hai ct c cao khc nhau:

    Hnh 1 - 3

    - Nu c nhiu ct: Ta phi xc nh cho tng nhm ct gn nhau (3 hay 4

    ct) phi hp bo v thu st sao cho nh cc ct cng nm trn mt ng

    trn ngoi tip, cc ct to thnh mt tam gic hoc a gic th phn bn

    trong s c bo v hon ton nu:

  • 11

    ax hhhD 8)(8 = Trong :

    D - ng knh ng trn ngoi tip a gic do cc ct to thnh.

    h L chiu cao ca cc ct thu st.

    hx - L chiu cao ca vt cn bo v.

    Hnh 1- 4

    IV. KHONG CCH AN TON TRONG KHNG KH V T.

    - Khong cch an ton trong khng kh SK.

    - Bin in c xung (Dmax) trong trng hp chung xc nh theo cng

    thc:

    [ ] )KV()WL(RR2

    axImmaxU 22XKXK ++=

    Trong :

    Imax - Dng in st tnh ton (KA)

    RXK - in tr xung kch ca b phn ni t (R)

    L - cm ng ca dy dn t b phn ni t n im kho st )( H cn gi l h s in cm.

  • 12

    - Khi ta thay Imax = 150 KA; bn cch in ca khng kh l 500KV/m v

    axIW

    Im2 = vi

    SKAI 60= th ta s c cng thc tnh ton dng xc nh

    khong cch an ton cho php ca khng kh nh sau:

    [ ][ ] )(8,015,0

    15060.215,0

    )()(2.500

    150500max

    222

    2

    22

    mLRRLRR

    KVWLRRUS

    XKXKXKXK

    XKXKx

    ++=

    ++=

    ++==

    - Khong cch an ton trong t S

    - Tiu chun khong cch an ton S c xc nh bng biu thc sau:

    S= a.Rxk

    Trong :

    a- H s ph thuc tr s dng in st chn trong tnh ton vi Imax = 150

    th a = 0,5.

    Rxk- Tr s in tr tn xung kch ca dng in st i qua b phn ni t)(

    xk0,5RdS =

    Hnh 1- 5

  • 13

    V. TRNH T TNH TON CHNG ST NH TRC TIP.

    1 - B tr cc ct thu st :

    2 - Xc nh chiu cao hiu dng ca ct :

    - Tm ng knh D ca ng trn ngoi tip a gic i qua nh thu ct

    st sao cho din tch a gic c bo v cho hx, p dng ton trm. Ta

    phi tnh cao L ca ct thu st: h = hx + ha.

    3- Kim tra kh nng bo v i vi vt nm ngoi phm vi ct

    thu st bo v:

    - Tnh bn knh bo v ca mt ct thu st.

    - Tnh bn knh ca khu vc bo v gia 2 ct thu st v tnh bn knh r0x

    m h0 bo v c.

    - V khu vc bo v theo kch thc tnh c.

    4. Kim tra li ton b:

    - Kim tra li ton b bn v thit k nu c cao x no m cn bo v

    cn nm ngoi bn knh bo v ro x th cn phi xem xt li thit k: tng

    cao ct hoc b tr thm ct sao cho cc cao cn c bo v phi nm

    trong phm vi bo v ca cc ct thu st.

    VI. LA CHN PHNG N B TR CT:

    1. Phng n 1: B tr 10 ct thu st trong c 2 ct thu st t thm 2 u ca x n dy

    u trm cn 8 ct dng c lp

    a. Xt cc cp ct:

    - Cc cp ct 1 - 2 -10 ta c:

  • 14

    )m(30l

    )m(8l

    101

    21

    ==

    Do to thnh mt tam gic vung nn:

    )m(05,31830l 22102 =+=

    )m(88,38

    31

    8

    Dh

    )m(31)05,3153,34)(3053,34)(853,34(53,342

    05,31.30.8D

    )m(05,312

    05,31308P

    h ===

    ==

    =++=

    vi hx =11m cho nn chiu cao ca cc ct l : 11+3,88=14,88(m)

    Vy ta chn chiu cao cc ct l 19 (m)

    - Cc ct 2 - 3 - 10:

    )m(04,413028l

    )m(05,31l

    )m(30l

    22103

    102

    32

    =+===

    Do cc ct ny to thnh mt tam gic thng nn.

    )m(15,58

    21,41

    8

    Dh

    )m(21,41)04,4105,51)(05,3105,51)(3005,51(05,512

    05,41.05,31.30D

    )m(05,512

    04,4105,3130P

    a ===

    ==

    =++=

    Vi hh = 11m chiu cao ca cc ct thu st l 11+5,15 = 16,15 (m)

    Vy ta chn chiu cao ct l 19 (m).

    - Cc ct 3 -4 -10.

  • 15

    Ta c)m(56l

    )m(04,41l

    )m(99,343018l

    104

    103

    2243

    ==

    =+=

    Do cc ct to thnh mt tam gic thng nn:

    )m(02,78

    15,56

    8

    Dh

    )m(15,56)5602,66)(04,4102,66)(99,3402,66(02,662

    56.04,41.99,34D

    )m(02,662

    5604,4199,34P

    a ===

    ==

    =++=

    Vi hx = 11m ta c chiu cao ca cc ct l : 11+7,02 = 18,02(m)

    Vy ta chn chiu cao ct l 19 (m)

    - Cc ct 4-5-9-10:

    )m(56ll

    )m(30ll

    95104

    10954

    ====

    Do cc ct to thnh hnh ch nht nn:

    )m(94,78

    53,63

    8

    Dh

    )m(53,635630D

    a

    22

    ====+=

    Chiu cao ca cc ct thu st vi hx = 11m l 11+ 7,94 = 18,94m

    Vy ta chn chiu cao ca cc ct l :19(m).

    - Cc ct 5 - 6 -7:

    )m(28l

    )m(33l

    76

    65

    ==

    Do cc ct to thnh mt tam gic vung nn:

  • 16

    )m(41,58

    28,43

    8

    Dh

    )m(28,43)28,4314,52)(2814,52)(3314,52(14,522

    28,43.28.33D

    )m(14,522

    28,432833P

    )m(28,432833l

    a

    2275

    ===

    ==

    =++==+=

    Vi hx = 8m chiu cao ca cc ct l: 8+ 5,41=13,41(m)

    Vy ta chn chiu cao ca cc ct l : 16 (m)

    - Cc ct 5 - 7 - 9:

    )m(28,433328L

    )m(56l

    )m(28,43l

    2297

    95

    75

    =+===

    Do cc ct to thnh mt tam gic nn ta c:

    ).m(09,78

    76,56

    8

    Dh

    )m(76,56)28,4328,71)(5628,71)(28,4328,71(28,712

    28,43.56.28,43D

    )m(28,712

    28,435628,43P

    a ===

    ==

    =++=

    Vi hx = 8m chiu cao ca cc ct l: 8+ 7,09 = 15,09(m)

    Vy ta chn chiu co ca cc ct l: 16(m)

    -Cc ct 7 - 8 -9:

    )m(28,43l

    )m(33l

    )m(28l

    97

    98

    87

    ===

    Do to thnh tam gic thng nn:

  • 17

    )m(41,58

    28,43

    8

    Dh

    )m(28,43)28,4314,52)(3314,52)(2814,52(14,522

    28,43.33.28D

    )m(14,522

    28,433328P

    a ===

    ==

    =++=

    Vi hx = 8m cho nn chiu cao ca cc ct thu st l 8+5,41=13,41(m).

    Vy ta chn chiu cao ca cc ct l: 16(m).

    * Vy ta xc nh c:

    +Cc ct 1-2-3 -4 -10 cao l 19 m

    +Cc ct 5 - 6 -7 - 8 -9 cao l: 16m.

    b. Xt cc cp ct bao quanh trm:

    - Cp ct 1 -2:

    + Bn knh bo v ca mi ct cao 19m l:

    =h

    hhr xx 8,0

    15,1 v )m(67,12h3

    2m11h 1x =

  • 18

    - Cp ct 2-3:

    + Bn knh bo v ca mi ct cao 19m l 7,88 (m)

    +Phm vi bo v gia hai ct l:

    v

    )m(86,314,16

    11114,16.75,0

    h

    h1h75,0r

    )m(76,10h3

    2m11h

    )m(14,167

    2019

    7

    ahh

    o

    x0x0

    0x

    o

    =

    =

    =

    =>=

    ===

    - Cp ct 3-4:

    + Bn knh bo v ca mi ct cao 19m l 7,88m

    +Phm vi bo v gia 2 ct l:

    v:

    )m(25,214

    11114.75,0

    h

    h1h75,0r

    )m(33,9h3

    2m11h

    )m(147

    99,3419

    7

    ahh

    0

    x0x0

    0x

    10

    =

    =

    =

    =>=

    ===

    - Cp ct 4-5:

    + Bn knh bo v ca ct 4 l 7,88m

    Bn knh bo v ca ct 5 l:

    V: )m(75,3

    16

    11116.75,0

    h

    h1h75,0r

    )m(67,10h3

    2m11h

    5

    x5x

    2x

    =

    =

    =

    =>=

    + Phm vi bo v gia 2 ct: v 2 ct c cao khc nhau nn

    bn knh bo v ca ct 5 vi cao hx = 16(m) l:

  • 19

    V: )m(25,2

    19

    16119.75,0

    h

    h1h75,0r

    )m(67,12h3

    2m16h

    4

    x44

    4x

    =

    =

    =

    =>=

    )m(75,2725,230raa 4 ===

    7

    75,2716

    7

    ahh 50 ==

    V: )m(06,3

    04,12.8,0

    8104,12.5,1

    h8,0

    h1h5,1r

    )m(03,8h3

    2m8h

    0

    x0x0

    ox

    =

    =

    =

    ==

    )m(47,229,11

    8129,11.75,0rox =

    =

    -Cp ct 6-7:

    + Bn knh bo v ca mi ct cao 16m l: 3,75 (m)

    + Phm vi bo v gia hai ct:

  • 20

    =

    ===

    o

    xoox

    60

    h

    h1h75,0r

    )m(127

    2816

    7

    ahh

    V )m(8h3

    2m8h 0x ===

    )m(312

    8112.75,0rox =

    =

    -Cp ct 7-8:

    + Bn knh bo v ca ct cao 16m l 3,75(m)

    + Phm vi bo v gia hai ct:

    )m(127

    2816

    7

    ahh 60 ===

    =

    0

    x0ox h

    h1h75,0r

    V: )m(8h3

    2)m(8h 0x ===

    )m(312

    8112.75,0rox =

    =

    - Cp ct 8- 9:

    +Bn knh bo v ca cc ct cao 16m l 3,75(m)

    +Phm vi bo v gia hai ct l:

  • 21

    )m(46,228,11

    8128,11.75,0

    )m(52,7h3

    2m8hvi

    h

    h1h75,0r

    )m(28,117

    3316

    7

    ahh

    oxo

    xoox

    8o

    =

    =

    =>=

    =

    ===

    -Cp ct 9 -10

    + Bn knh bo v ca ct 9 cao 16m l 3,75m.

    Bn knh bo v ca 10 ct cao 19m l 7,88m

    +Phm vi bo v gia 2 ct: V 2 ct c cao khc nhau nn bn knh

    bo v ca ct 10 vi cao h h =16m l:

    =

    10

    x1010 h

    h1h75,0r

    V: )m(67,12h3

    2m16h 10x =>=

    )m(25,219

    16119.75,0rox =

    =

    )m(75,2725,230raa 10 ===

    )m(04,127

    75,2716

    7

    ahh 90 ===

    V: )m(03,8h3

    2m8h 0x =

  • 22

    + Phm vi bo v gia 2 ct:

    )m(71,147

    3019

    7

    ahh 100 ===

    V: )m(8,9h3

    2m11h 0x =>=

    )m(78,271,14

    11171,14.75,0

    h

    h1h75,0r

    o

    x0ox =

    =

    =

    *T cc s liu tnh ton trn ta c bng sau:

    Bng 1-6

    STT Cc cp ct hx(m) ho(m) rox(m)

    1 1-2 11 17,86 6,17

    2 2-3 11 16,14 3,84

    3 3-4 11 14 2,25

    4 4-5 8 12,04 3,06

    5 5-6 8 11,29 2,47

    6 6-7 8 12 3

    7 7-8 8 12 3

    8 8-9 8 11,28 2,46

    9 9-10 8 12,04 3,06

    10 10-1 11 14,71 2,78

    - T bng s liu trn ta v phm vi bo v ca cc ct thu st (theo s

    b tr ct thu st)

  • 23

  • 24

    2 - Phng n 2: B tr 12 ct thu st trong 2 ct t trn x n u trm, ct cn

    li t c lp.

    a. Xt cc cp ct:

    - Cp ct 1 - 2 - 11

    )m(8l 21 = )m(30l 111 = Do cc ct to thnh mt tam gic vung nn:

    )m(88,38

    31

    8

    Dh

    )m(31)05,3153,34)(3053,34)(853,34(53,342

    05,31.30.8D

    )m(53,342

    05,31308P

    )m(05,31308l

    a

    22112

    ===

    ==

    =++==+=

    Vi hx = 11m chiu cao ca cc ct l: 11+ 3,88 = 14,88 (m)

    Vy ta chn chiu cao ca cc ct l 18 (m)

    - Cc ct 2 -3 -11:

    )m(04,412830l

    )m(05,31l

    )m(30l

    22113

    112

    32

    =+===

    Do cc ct to thnh mt tam gic cho nn:

    )m(15,58

    21,41

    8

    Dh

    )m(21,41)04,4105,51)(05,3105,51)(3005,51(05,512

    04,41.05,31.30D

    )m(05,512

    04,4105,3130P

    a ===

    ==

    =++=

  • 25

    Vi hx = 11m chiu cao ca cc ct l: 11+ 5,15 = 16,15(m).Vy chn

    chiu cao ca cc ct l 18(m)

    - Cc ct 3 -11- 12:

    )m(73,292810l

    )m(40l

    )m(04,41l

    221211

    123

    113

    =+===

    Do cc ct to thnh tam gic thng nn:

    )m(45,58

    58,43

    8

    Dh

    )m(58,43)73,2942,55)(4042,55)(05,4142,55(42,552

    73,29.40.05,41D

    )m(42,552

    73,294005,41P

    a ===

    ==

    =++=

    Vi hx = 11m th chiu cao ca cc ct l: 11+ 5,45 = 16,45(m). Vy ta

    chn chiu cao ca cc ct l18 (m)

    - Cc ct 3 - 4 -12:

    )m(83,482840l

    )m(40l

    )m(28l

    22124

    123

    43

    =+===

    Do cc ct to thnh tam gic thng nn:

    )m(1,68

    8,48

    8

    Dh

    )m(8,48)83,4842,58)(4042,58)(2842,58(42,582

    83,48.40.28D

    )m(42,582

    83,484028P

    a ===

    ==

    =++=

  • 26

    Vi hx = 11m th chiu cao ca cc ct l: 11+ 6,1 = 17,1 (m). Vy ta

    chn chiu cao ca cc ct l: 18(m)

    - Cc ct 4 -5 -12:

    )m(73,291028l

    )m(83,48l

    )m(30l

    22125

    124

    54

    =+===

    Do cc ct to thnh tam gic thng nn ta c:

    )m(48,68

    86,51

    8

    Dh

    )m(86,51)63,2928,54)(83,4828,54)(3028,54(28,542

    73,29.83,48.30D

    )m(28,542

    75,2983,4830P

    a ===

    ==

    =++=

    Vi hx = 11m chiu cao ca cc ct l: 11+6,48 = 17,48 (m)

    Vy ta chn chiu cao cc ct l 18 (m)

    - Cc ct: 5 -6 -12:

    )m(41,342028l

    )m(73,29l

    )m(30l

    22126

    125

    65

    =+===

    Do cc ct to thnh tam gic thng nn ta c:

    )m(57,48

    54,36

    8

    Dh

    )m(54,36)41,3407,47)(73,2907,47)(3007,47(07,472

    41,34.73,29.30D

    )m(07,472

    41,3473,2930P

    a ===

    ==

    =++=

    Vi hx = 8m chiu cao ca cc ct l: 11+4,57 =15,57 (m)

  • 27

    Vy ta chn chiu cao cc ct l: 18 (m)

    - Cc ct 10 -11-12:

    )m(41,343028l

    )m(30l

    )m(73,29l

    221210

    1110

    1211

    =+===

    Do cc ct to thnh tam gic cn nn:

    )m(57,48

    54,36

    8

    Dh

    )m(54,36)41,3407,47)(73,2907,47)(3007,47(07,472

    41,34.73,29.30D

    )m(07,472

    41,3473,2930P

    a ===

    ==

    =++=

    Vi hx = 11m chiu cao ca cc ct l: 11+4,57 =15,57(m). Vy ta

    chn chiu cao ca cc ct l 18(m)

    -Cc ct 6 -7 - 8:

    )m(28l

    )m(33l

    87

    76

    ==

    Do cc ct to thnh tam gic vung nn:

    )m(41,58

    28,43

    8

    Dh

    )m(28,43)28,4314,52)(2814,52)(3314,52(14,522

    28,43.28.33D

    )m(14,522

    28,432833P

    )m(28,432833l

    a

    2286

    ===

    ==

    =++==+=

    Vi hx = 8 m chiu cao ca cc ct l: 8+5,41= 13,41m

    Vy ta chn chiu cao ca cc ct l 16 (m)

  • 28

    - Cc ct 6 -8 -10:

    )m(56l

    )m(28,432833l

    )m(28,43l

    106

    22108

    86

    ==+=

    =

    Do cc ct to thnh tam gic thng nn:

    09,78

    76,56

    8

    Dh

    )m(76,56)5628,71)(28,4328,71)(28,4328,71(28,712

    56.28,43.28,43D

    28,712

    5628,4328,43P

    a ===

    ==

    =++=

    Vi hx = 8m th chiu cao ca cc ct l: 8+7,09 = 15,09(m)

    Vy ta chn chiu cao ca cc ct l 16(m)

    - Cc ct 8 -9 - 10:

    )m(28,43l

    )m(28l

    )m(33l

    108

    98

    109

    ===

    Do cc ct to thnh tam gic vung nn:

    )m(41,58

    28,43

    8

    Dh

    )m(28,43)28,4314,52)(2814,52)(3314,52(14,522

    28,43.28.33D

    )m(14,522

    28,432833P

    a ===

    ==

    =++=

    Vi hx =8(m) th chiu cao ca cc ct l 8+5,41=13,41(m)

    Vy ta chn chiu cao ca cc ct l 16(m)

  • 29

    * Vy ta xc nh c:

    + cc ct 1 - 2 -3 -4 - 5 - 11 - 12 cao 18 (m)

    + cc ct 6 - 7 - 8 -9 - 10 cao16 (m)

    b. Xt cc cp ct bao quanh trm:

    -Cp ct 1 - 2:

    + Bn knh bo v ca mi ct cao 18 (m)

    V: m12h3

    2m11h 1x =

  • 30

    =

    ===

    0

    x0x0

    0

    h

    h1h75,0r

    )m(14,157

    2018

    7

    ahh

    V: )m(09,10h3

    2m11h 0x =>=

    )m(11,314,15

    11114,15.75,0rox =

    =

    - Cp ct 3 - 4:

    + Bn knh bo v ca ct cao 18m vi hx = 11m l 6,38 (m)

    + Phm vi bo v ca 2 ct

    =

    ===

    o

    xoox

    3o

    h

    h1h75,0r

    )m(147

    2818

    7

    ahh

    V )m(33,9h3

    2m11h ox =>=

    )m(25,214

    11114.75,0rox =

    =

    - Cp ct 4 - 5:

    + Bn knh bo v ca ct 4 cao h = 18m l 6,38m

    +Phm vi bo v gia 2 ct:

    )m(71,137

    3018

    7

    ahh 10 ===

    V )m(14,9h3

    2m11h 0x =>=

  • 31

    )m(03,271,13

    111h75,0r 0ox =

    =

    - Cp ct 5 - 6:

    + Bn knh bo v ca ct 5 cao 14m v hx= 8m l 6,38(m)

    Bn knh bo v ca Ct 6 cao 16 m l:

    V: )m(67,10h3

    2m8h 0x ==

    V: )m(12h3

    2m16h 5x =>=

    =

    ======

    =

    =

    =

    0

    x0ox

    60

    5

    5

    x55

    h

    h1h75,0r

    )m(93,117

    5,2816

    7

    ahh

    )m(5,285,130raa

    )m(5,118

    16118.75,0

    h

    h1h75,0r

    V: )m(93,11h3

    2m8h 0x =>=

    )m(95,293,11

    8193,11.75,0rox =

    =

    - Cp ct 6-7:

  • 32

    + Bn knh bo v ca ct cao 16m l 9 (m)

    + Phm vi bo v gia hai ct:

    =

    ===

    o

    xoox

    6o

    h

    h1h75,0r

    )m(28,117

    3316

    7

    ahh

    V )m(52,7h3

    2m8h 0x =>=

    )m(46,228,11

    8128,11.75,0rox =

    =

    -Cp ct 7- 8:

    + Bn knh bo v ca ct cao 16m l 9 (m)

    + Phm vi bo v gia hai ct.

    =

    ===

    o

    x0ox

    7o

    h

    h1h75,0r

    )m(127

    2816

    7

    ahh

    V )m(8h3

    2m8h 0x ===

    )m(312

    8112.75,0rox =

    =

    -Cp ct 8 -9:

    + Bn knh bo v ca ct cao 16m l 9 (m)

    + Phm vi bo v gia hai ct.

    =

    ===

    o

    x0ox

    8o

    h

    h1h75,0r

    )m(127

    2816

    7

    ahh

    V )m(8h3

    2m8h 0x ===

  • 33

    )m(312

    8112.75,0rox =

    =

    -Cp ct 9 -10:

    + Bn knh bo v ca ct cao 16m l 9m

    + Phm vi bo v ca 2 ct:

    =

    ===

    0

    xoox

    9o

    h

    h1h75,0r

    )m(28,117

    3316

    7

    ahh

    V )m(52,7h3

    2m8h xx =>=

    )m(46,228,11

    8128,11.75,0rox =

    =

    -Cp ct 10 -11:

    + Bn knh bo v ca ct 11 cao 18m l 6,38 (m).

    Bn knh bo v ca ct 10 cao 16m l 9 (m).

    + Phm vi bo v gia 2 ct: v 2 ct c cao khc nhau cho nn

    bn knh bo v ct 11 vi cao hx = h10 = 16m l:

    =11h

    h1h75,0r x1111 v )m(12h3

    2m16h 11x =>=

    )m(5,118

    16118.75,0r11 =

    =

    =

    ======

    0

    x0x0

    100

    11

    h

    h1h75,0r

    )m(93,117

    5,2816

    7

    'ahh

    )m(5,285,130raa

    v )m(95,7h3

    2m8h 0x =>=

  • 34

    )m(95,293,11

    8193,11.75,0rox =

    =

    -Cp ct 11-1:

    + Bn knh bo v ca ct cao18m l 6,38m

    +Phm vi bo v gia hai ct:

    =

    ===

    o

    xoox

    o

    h

    h1h75,0r

    )m(71,137

    3018

    7

    ahh

    V )m(14,9h3

    2m11h ox =>=

    )m(03,271,13

    11171,13.75,0rox =

    =

    * T nhng s liu tnh ton trn ta c bng tng kt sau y:

    Bng 1-8

    STT Cc cp ct h0 (m) hx = (m) r0x (m)

    1 1 - 2 16,86 11 4,39

    2 2 - 3 15,14 11 3,11

    3 3 - 4 14 11 2,25

    4 4 - 5 13,71 11 2,03

    5 5 - 6 11,93 8 2,95

    6 6 - 7 11,28 8 2,46

    7 7 - 8 12 8 3

    8 8- 9 12 8 3

    9 9 - 10 11,28 8 2,46

  • 35

    10 10 -11 11,93 8 2,95

    11 11-1 13,71 11 2,03

    T bng s liu trn ta v c phm vi bo v ca cc ct thu st (theo

    s b tr ct thu st)

  • 36

    * So snh 2 phng n:

    + V mt k thut th c 2 phng n u m bo thit k bo v

    trm

    + V mt kinh t th phng n 1 kinh t hn v phng n 1 ch

    phi dng 10 ct trong c 8 ct c lp so vi phng n 2 l phi dng

    ti 12 ct trong c ti 10 ct phi dng c lp.

    Do vy ta chn phng n 1 thit k thi cng bo v trm bin p

    110/22KV.

  • 37

    CHNG II

    -----o0o-----

    TNH TON NI T CHO TON TRM

    him v ca ni t l tn dng in xung t m bo an

    ton cho vt cn ni c tr s b. Trong HT ngi ta chia lm 3

    loi ni nh sau:

    - Ni t lm vic: Nhim v l m bo cho s lm vic

    bnh thng ca thit b theo ch c quy nh sn. Loi ni t ny

    gm ni t im trung tnh MBA o lng v ca khng dng trong b

    ngang trn cc ng dy ti in.

    - Ni t an ton (ni t bo v): c nhim v m bo an ton cho

    ngi v thit b khi cch in b h hng tc l ni t mi b phn kim loi

    bnh thng khng mang in nh: v MBA, my ct, cc gi kim loi...

    khi cch in h hng trn cc b phn ny s xut hin in nh th nhng

    do c ni t nn gi c mc in th thp m bo an ton cho ngi

    v thit b khi tip xc vi nhng b phn ny.

    - Ni t chng st: Mc ch l nhm m bo tn dng in st vo

    trong t khi c st nh xung ct thu st hoc trn ng dy. Do s hn

    ch c dng in st ti cc thit b in cn c bo v.

    - trm bin p v nguyn tc phi thit k tch ri 2 h thng ni t

    l ni t lm vic v ni t chng st. phng khi c dng ngn mch

    ln hay dng in st i vo h thng ni t lm vic ln hay nh s khng

    gy nn in th cao trn h thng ni t an ton.

    - Trong thc t cng vic ny rt kh thc hin c v nhiu l do nn

    ngi ta thng ch dng mt h thng ni t chung thc hin c 2 nhim

    N

  • 38

    v. V l nn h thng ni t chung l phi m bo yu cu ca c 2 loi

    ni t, ngha l phi c in tr ni t nh hn hoc bng in tr ni t

    nh nht ca mt trong hai h thng ni t k trn.

    - Cc yu t cn chung cho h thng ni t.

    + B phn ni t c tr s in tr ni t cng nh th s thc hin

    c cng tt nhim vu tn dng in st trong t v in th trn cc thit

    b c ni t mc n nh. Tuy nhin vic gim in tr ni t s lm

    cho chi ph v u t xy dng tng ln nhiu (do s lng kim loi tng).

    Do cn phi c quy nh tiu chun tr s cho php ca in tr ni t.

    * Vi cc thit b in ni t trc tip th in tr ni t yu cu l R)(5,0

    * Vi cc thit b c im trung bnh tnh ni t trc tip th in tr

    ni t yu cu l IR /250 (nu h thng ni t ch dng cho cc thit b cao p)

    * Vi h thng c im trung tnh cch in v h thng ni t cho c

    thit b cao p v h p th in tr yu cu l: IR /125 (nhng R ch c )(10 Dng in I tu theo mi trng hp c tr s khc nhau.

    + i vi ni t an ton th in tr c chn sao cho cc gi tr

    in p bc v in p tip xc trong mi trng hp u phi khng vt

    qu tr s cho php.

    + Ngoi vic m bo tr s in tr ni t quy nh v gim in tr

    ni t ca h thng ni t cn cn phi ch n vic ci thin s phn b

    in th trn ton b din tch trm.

    - H s ma: Ta bit rng t l mt mi trng phc tp khng ng

    nht v kt cu v thnh phn m ch yu l do kh hu. Do vy thit k h

  • 39

    thng ni t cn tp trung v ch n tr s ln nht v tr s tnh ton in

    tr sut ca t c th c trong cc ma.

    Kd .0 =

    K l h s ma

    0: in tr sut c theo ma - Phng php ni t: Theo chc nng ngi ta phn lm nhiu loi.

    H thng ni t bao gm cc in cc trong t lm gim in tr ni t

    theo tiu chun ca tng loi ni t. Cc in cc thng l cc thanh di

    nm ngang hoc cc thng ng in p bc nh. Khi tnh ton ta phn ra

    lm cc loi ni t t nhin v ni t nhn to.

    Ni t t nhin l s dng cc ni t c sn nh dy chng st, ct

    thu st, cc kt cu kim loi ca cng trnh cc ng ng nc. Cn ni t

    nhn to nhm mc ch tho mn cc yu cu ni t ca cc cng trnh khi

    ni t t nhin khng m bo c.

    - Cc tham s nh hng n ni t :

    + nh hng ca kch thc hnh hc

    + nh hng ca cc b tr in cc.

    + nh hng ca tr s in tr t.

    + Hin tng phng in xung kch: Khi c dng xt i vo in cc

    ni t, th gy ra mt in trng ln trn b mt in cc v trong t. in

    trng t n gii hn th xy ra qu trnh phng in trong t. Cc tia

    la in phng in pht trin xung quanh in cc to ra vng h quang, cc

    ni t xem nh l to ra v in tr ni t gim, in tr ni t c tnh

    bng cng thc:

    =R

  • 40

    Vi 1

  • 41

    b- H thng ni t nhn to ca ni t an ton:

    H thng ni t an ton ta s dng mch vng hnh ch nht c kch

    thch nh sau:

    Hnh 2-1

    Mch vng c chn di phn in tch trm 110KV su 0,8m.

    Phn mch vng ny cch tng ro 5m.

    Ta chn loi thp dp 50 x 1mm = b = 50 mm = 0,05 m lm mch

    vng.

    Ta c: dt

    KLL

    R ttmv .ln

    2

    2

    =

    L- Chu vi mch vng L = ( 50+60).2 = 220 m

    t- chn su ca mch vng t = 0,8 m.

    d- ng knh quy i ca thanh dt )(025,0205,0 md ==

    K- H s ph thuc t l 2,12

    1 =LL tra bng ta c K = 5,64.

    tK mdott .. = vi 6,1. =tm

  • 42

    )(52,4025,0.8,0

    220.64,5.ln.220.210.28,1

    )(10.28,1)(10.28,16,1.10.8,022

    244

    =====

    mvRmcm

    Ta thy )(1)(52,1 >=mvR cho nn ta ta phi ng cc dc theo mch vng gim in tr ca h thng ni t. Ta ng cc cc dc theo mch

    vng c 3m mt cc v mi cc di 3m c ng knh l 40mm v nh vy

    s cc l 743

    220 = ( cc).

    )(57,2838,0.438,0.4ln

    21

    10.403.2ln

    3.210.8,0

    )44

    212(

    2

    3

    2

    =

    ++=

    ++=

    ltltn

    dlm

    lRc

    in tr tn ca h thng ni t c tnh nh sau:

    74..52,1.57,2852,1.57,28

    .. ctcmvtcmvc

    nt nRRRRR +=+=

    Tra bng ta c:

    ==

    4,022,0

    c

    t

    )(1)(85,04,0.48,11222,0.57,28

    43,43

  • 43

    Hnh 2-2

    Mch vng c chn di phn din tch trm 22KV c su 0,8m

    phn mch vng ny c cch tng ro 5m

    Ta chn loi thp dp 50 x 1mm = b = 50mm = 0,05m lm mch

    vng. Ta c: dt

    KLL

    R ttm =2

    ln2

    Trong : L - Chu vi mch vng: L= (30+50) 2 = 160(m)

    t - chn su ca mch vng t = 0,8m

    d - ng knh quy i ca thnh dp

    )(025,0205,0 md ==

    K - h s ph thuc t l 67,12 =LL Tra bng ta c K = 6,05

    Kmttt .0 = vi Kmt = 1,6 )(10.28,1)(10.28,1116.10.8,0 444 mcm ===

    )(38,2025,0.8,0

    160.05,6160.210.28,1 22 == LnRm

    Nh vy

  • 44

    II. TNH TON NI T CHNG ST CHO TRM:

    1. M u:

    Khi c dng in i vo b phn ni t nu tc bin thin ca dng

    in theo thi gian rt ln th trong thi gian u in cm s ngn cn khng

    cho dng in i ti cc phn cui ca in cc, khin cho in p phn b

    khng u, sau mt thi gian nh hng in cm mt dn v in p s phn

    b u hn.

    Thi gian ca qu trnh qu ni trn ph thuc vo hng s thi

    gian: 2LglT = (T l t trng vi in cm tng L .1 v in dn gl ca in cc)

    T biu thc trn cho thy khi dng in tn trong t l dng mt

    chiu hoc xoay chiu tn s cng nghip nh hng ca L khng ng k v

    bt k hnh thc ni t no (thng ng hoc nm ngang) cng u biu th

    biir tr s in tr tn.

    Khi dng in tn trong t l dng in st tham s biu th bi ni t

    tu thuc vo tng quan hng s thi gian T v thi gian u sng in. Khi

    T

  • 45

    t an ton ca trm. Nh vy s gp trng hp ni t phn b di, tng tr

    xung kch ZXK c th rt ln v ln gp nhiu ln so vi tr s in tr tn

    xoy chiu l in ngc ln cc phn mang in ca trm. Do ta phi tnh

    ton kim tra yu cu ca ni t chng st trng hp c dng in st i

    va h thng ni t.

    + Dng sng tnh ton ca dng in st.

    Trong tnh ton thit k ta chn dng sng tnh ton cu dng in st

    l sng xin gc c bin khng i. Dng sng tnh ton ca dng in st

    c biu din nh sau:

    = .)( TdsikhiITdsikhiat

    tis

    Hnh 2-3

    Trong :

    a - c dc dng in st quy nh a = tg = 30(KA/s). I = 150KA - Bin dng in st i vi trm bin p

    Nh vy thi gian u sng:

    )(530

    150 saIT ds ===

    * Cc yu cu k thut i vi ni t chng st

    t

    i

  • 46

    Ta s kim tra theo iu kin m bo an ton cho cch in ca my

    bin p ( y ta xt in p ti thi im khi c dng in st i vo h

    thng ni t).

    %50),0(. UTZI dc <

    Trong :

    I- Bin ca dng in st ly bng 150 (KA)

    Z(0,Ts)- Tng tr xung kch ti thi t = Ts v ngay ti ch dng

    in st i vo in cc.

    U50%- Tr s in p phng in xung kch t ln cch in ca my

    bin p.

    - Nu iu kin trn khng tho mn th phi tin hnh tnh ton ni t b

    xung ti ni i vo h thng ni t ( tc l ni thm 1 in tr song song vi

    h thng nhm mc ch lm gim tng tr xung knh ).

    2- Tnh ton ni t chng st cho trm 110 KV:

    - Do ta dng ni t an ton lm ni t chng st cho nn trc ht ta phi

    hiu chnh li tr s Rnt ( in tr nhn to) theo yu cu ca ni t chng st

    c ngha l ta phi hiu chnh h s ma ca ni t an ton theo h s mu

    ca ni t chng st ( Tra bng 19 - 2 gio trnh k thut in cao p).

    Kma( NCS ) = 1,4 - i vi thanh chn su 0,8m

    Theo tnh ton ca phn ni t an ton:

    )1()(.

    ln.2

    )(.)(

    2

    =dt

    KLLNDATKS

    NDATR mdmv o

    Cn i vi t chng st. Ta c:

    )2(.

    ln2

    )(.)(

    2

    dtKL

    LNDCSKS

    NDCSR mdmv o =

    Chia c hai v ca ( 2) cho ( 1) ta c:

  • 47

    )(33,152,1.6,14,1)(.

    6,14,1)(

    6,14,1

    )()(

    )()(

    ===

    ==

    NDATRNDCSR

    NDATKNDCSK

    NDATRNDCSR

    mvmv

    m

    m

    mv

    mv

    Vy in tr ni t nhn to ng vi ni t chng st l:

    )(83,074.4,0.33,122,0.57,28

    33,1.57,28.).(.

    )(.)( =+=+= nNDCSRR

    NDCSRRNDCSR

    cmvtc

    mvcnt

    a- Tnh ton tng tr sng xung kch:

    - tnh ton tng tr sng xung kch ta c vi gi thit sau:

    + B qua in tr ni t t nhin.

    +B qua cc thanh ni t cn bng p trong trm bin p

    + Trong qu trnh tnh ton dn gin ho ta b qua qu trnh phng

    tia la in trong t v gi thit in tr sut ca t l khng i. Mt khc

    in tr ca bn thn vt liu dng l ni t b hn rt nhiu so vi in

    khng L ca n ( ng vi tr s dng in st) v nh hng n in dung C ca in ni t cng rt nh hn nhiu so vi nh hng ca in dn ni t.

    Nh vy ta c th coi mch vng ni t gm hai tai di L1 v L2 ghp

    song song vi nhau v mi tia c chiu di l:

    )(1102

    220221

    mLLL ====

  • 48

    Hnh2-4

    S thay th ca 1 tia h thng ni t.

    Hnh2-5

    Da vo s thay th trn ta c cc gi tr in cm Lo v in dn Go

    c tnh ton nh sau:

    Go - in dn ca in cc tnh trn mt n v di

    = mlNDCSRGo nt1

    )(21

    Lo- in cm ca in cc ni t tnh trn 1 n v di

    =mH

    plLo )31,0(ln2,0

    Trong :

    l = L1 = L2 = 110 (m) ( chiu di mt tia)

    )(83,0)( =NDCSRnt - in tr ni t nhn to ng vi ni t chng st.

    P- Bn knh ca cc ni t do ta chn b = 40 mm.

    )(10.20202

    3 mmmbp ===

    GoGoGoGo

    Lo Lo Lo Lo

  • 49

    Thay cc thng s vo ta tnh c.

    )(641,131,0

    10.20100ln2,0

    110.610.6,0100.83,0.2

    1

    3

    32

    mHLo

    mGo

    =

    =

    ===

    Tnh ton phn b di khi khng xt n qu trnh phng in trong t

    t s thay th ta c th lp c h phng trnh vi phn nh sau:

    =

    =

    gUX

    ItiL

    XU

    .

    Gii h phng trnh trn ta c in p ti thi im bt k trn in

    cc:

    +=

    =

    lXKe

    KT

    lGaU

    K

    Tt

    txt cos)1(121

    . 1 21

    0),(

    Vi hng s thi gian:

    22

    200

    .KlGLTK = vi =1K

    Mt khc:

    .21

    2

    200

    1 KTTlGLT K ==

    Tng tr xung kchu vo in cc ni t (i vi 1 tia)

    +=

    =

    0

    12

    1

    0).0( )1(

    1211K

    Kt

    tte

    KtT

    lGZ

    Tng tr xung kch tng ng u vo in cc ni t gm hai tia

    ghp song song ti thi im: .5 sTt ds ==

  • 50

    +==

    =

    12

    1

    0)5,(),0( )1(

    121121

    K

    TT

    dsot

    K

    ds

    eKT

    TlG

    ZZ

    tnh )5,0(Z ta xt chui:

    =

    =

    =

    =

    1 1 1222

    1)1(K K K

    TT

    TT

    Ke

    KKe K

    ds

    K

    ds

    =

    ==1

    2

    2 6433,161

    K K (s tay ton hc)

    =

    ++++=1

    2222 21K

    TT

    TT

    TT

    TT

    Keee

    Ke K

    ds

    K

    ds

    K

    ds

    K

    ds

    LL

    Ta c: e-3 = 0,0497

    e-4 = 0,0183

    e-5 = 0,0067

    e-6 = 0,0024

    e-7 = 0,00091

    Cho nn ta ly cp chnh xc l 0,001 th khi 7>K

    ds

    TT th ta coi:

    02

    Ke K

    ds

    TT

    Do gii hn: 7K

    ds

    TT

    Mt khc ta c:

    .2

    7 121

    21

    ds

    dsK T

    TKKTT

    KTT =

    Vi

    )(98,91.14,3

    100.641,1.10.6. 22

    23

    21

    2

    20

    1 sKlGLT o ===

    (v K l s nguyn dng )

  • 51

    74,3598,9.7 = K

    Vy ta ch tnh n gi tr K < 3,74 Tnh K = 1 3 Vi K = 1 3 ta c cc gi tr 2

    1

    .KTTds tng ng l:

    2

    11 .1 KT

    TK ds=

    Thay cc gi tr va tnh c trn vo biu thc ca Z(0,5) ta c:

    )(093,2)641,036,1(5

    98,9.21110.10.6

    1.21

    3)5,0( =

    +=Z

    Vi )(93,2)5,0( =Z ta kim tra iu kin ni t chng st xem c tho mn khng nu khng tho mn th ta phi tin hnh ni t b sung.

    )460)110(43993,2.150. %50)5,0( KVKVUZI s =>

    Trong tnh ton ly dng in st Is = 150KA; a = 30KA/ ,S in p trn b phn ni t c xc nh.

    1=

    3

    1=254

    22

    5022

    22

    13

    22

    12

    2

    11

    6410=3+2+==

    54=39895=3=

    2=29895=2=

    50=19895=1=

    K K

    KTT

    TT

    ds

    ds

    ds

    eee

    Ke

    Ke

    KTT

    K

    KTT

    K

    KTT

    K

    Kds

    Kds

    ,

    ,.,

    .

    .,

    .

    ,.,

    .

    ,,

    .

  • 52

    ddPd

    KPddsd

    KKPd

    KPddSQ

    SEURIU

    SEUdtdLRIU

    ..

    ...

    = vi L- chiu di cc = 2,5m.

    )(105,0

    55,0

    5,0

    )(83,203,0

    5,2.1,50,6

    ==

    =

  • 53

    Hnh 2-6

    Trong :

    L- Chiu di cc = 2,5 m v cc c lm bng thp gc 4040.4mm.

    mhlt 05,28,025,2

    2/ =+=+=

    d- ng knh ca cc = 0,95.40.10-3= 0,038 m

    )(71,405,205,2.45,205,2.4ln

    21

    038,05,2.2ln

    5,2.14,3.245,1.10.8,0 2 =

    ++= cR

    Tnh in tr thanh nm ngang bng thp dt :

    dtKa

    aR ttt .

    ln2

    2

    =

    Trong :

    t = 0,8 m - L chn su .

    K = 1 L h s hnh dng ( tia ngang).

    D - L ng knh quy i ca thanh thp dp vi b = 40 mm

    mmmbd 02,0202

    ===

    a = 10 m - L di ca thanh .

  • 54

    )(81,1702,0.8,0

    10.1ln10.14,3.2

    6,1.10.8,0 22 == tR

    Ta c s thay th:

    Hnh2-7

    xk

    xktt

    xk

    xkccd

    xk

    xktt

    xk

    XKCCsXQd

    tcs

    nRI

    nRIU

    nRI

    nRI

    IRU

    III

    ==

    ===+=

    ...

    23

    Tnh ton Ud bng phng php th.

    * Tr s xung kch ca cc xkc :

    Tra bng 9- trang 86 ( sch hng dn thit k tt nghip) ta c cc

    dng v th biu din quan h xkc v in tr sut ca t st. T th ny xcnh c xkc ng vi cc trng hp dng in st:

    =KAKA

    KAKA

    T

    40205

    105

    vi rcmd 410.8,0= th

    =57,071,080,087,0

    XKC

    xkn1 xkt

    R

    2

    2It 3Ic

    Is

    n1

    xk

    R xkc

    2

  • 55

    Hnh 2-8

    Tr s xung kch ca tia XKT . Tra bng 10 (trang 87 - sch hng dn thit k tt nghip) ta c cc dng st v c th quan h XKC v d . T th ta c:

    IS = 5KA 10KA 20KA 40KA

    Th XKT = 1,05 0,93 0,83 0,74

    Hnh2-9

    0,8 2 4 6 8 10

    0,1

    0,20,30,40,50,60,70,80,911,1

    Is = 40(KA)

    Is = 20(KA)

    Is = 10(KA)

    Is = 5(KA)

    (10 .cm)4

    kxc

    0,8 2 4 6 8 10

    0,1

    0,20,30,40,50,60,70,80,911,1

    Is = 40(KA)

    Is = 20(KA)

    Is = 10(KA)

    Is = 5(KA)

    (10 .cm)4

    kxt

  • 56

    * Tr s XK t bng 10 (trang 87 - sch hng dn thit k tt nghip) ta tra c h s s dng vi cc dng in xung kch l 0,8. T cc gi tr

    IS(KA) ta tnh c cc ga tr Ut tng ng vi chng nh bng 2-11

    Bng 2-10

    Is (KA) 5 10 20 40

    XKC 0,87 0,8 0,171 0,57

    RXKC )( 32,174 47,976 42,579 34,183

    Uc(KV) 326,087 399,70 1064,467 1709,145

    XKC 1,05 0,93 0,85 0,74

    RXKC )( 19,221 25,882 23,655 20,594

    Ut(KV) 182,634 323,524 59,387 1029,71

    Vi cc gi tr IC = 5;10; 20;40 KA ta ging ln ng cong Uc ri x

    ngang ct ng Ut v h vung gc vi trc I ta c cc gi tr I v tnh

    c IS = 3IC + 2I

    Hnh 2-11

    1200

    600

    I(KA)

    U(KV)

    1800

    5 10 25 40

    Ut = f(It)

    Uc = f(Ic)

  • 57

    Uc(KV) 326,087 599,70 1064,467 1709,146

    IC(KA) 5 10 20 40

    It (KA) 11 19 42 67

    IS (KA) 37 68 144 254

    Bng 2-13

    T cc gi tr Uc v IS ta s thu c th quan h gia U v IS v ta

    xc nh U bng cch t I = 150KA dng ln th v dng sang tr U ta c

    U = 1200KV

    )(8150

    1200 == XKR

    Phng n ni t m bo yu cu k thut vi ct thu st c lp

    pha trm 22KV. T cc phn tnh ton trn, ta v c s ni t cho ton

    trm

    Hnh 2-14

    Phng n ni t m bo yu cu k thut vi ct thu st c lp pha trm 22KV. T cc phn tnh ton trn ta s c s ni cho ton

    trm

    Bng tng kt s lng kim loi dng cho ton trm

    I(KA)

    U(KV)

    60 120 180 240

    600

    1200

    1800

    Ud = f(Is)

  • 58

    Thp dp 50 x 1mm 300m

    Cc 40 x 40 x 4mm 24 cc = 60m

  • 59

    Hnh 2.12. S ni t ton trm 110/22kV

  • 60

    III. TNH TON NI T CT NG DY 110KV:

    1- Nhim v:

    Nhim v ch yu ca ni ct ng dy l thot dng in st khi

    c st nh vo ng dy chng st. Ngoi ra i vi cc ng dy 3 20KV khi i qua khu vc ng dn c th ni t cn c nhim v bo v an

    ton cn trong h thng ng dy c dng ngn mch ln ( KVU dm 110 ) do trong h thng in c r le bo v tc ng nhanh do y nhim v bo

    v an ton khng t ra. Nh ta bit khi c st nh dng st rt ln c th

    lm hng ng dy v trm, do vy ni t ct in trng dy l ht sc

    cn thit trong xy dng v vn hnh h thng in.

    Gi R l RXK l in tr ni t n nh v in tr ni t xung kch,

    ta c:

    RRXK .= vi R l h s xung kch

    Thng i vi ng dy ngi ta quy nh in tr ni t ng vi

    tn s cng nghip.

    i vi in tr ni t ca ng dy cng cn phi ch n qu

    trnh sng in p v sng in lan truyn n cc cc. Do tc dng ca

    in cm ca cc trong vic khuych tn dng in st nn i vi ni t ca

    ct ng dy cng chia ra l ni t tp trung v ni t ko di.

    in tr ni t ca ng dy ph thuc vo in tr xut ca t , iu xut pht t ch nu in tr sut cao th dng in s b v cc vng

    y vic thit k xy dng v lp t h thng t s gp rt nhiu kh khn v

    gi thnh xy dng rt cao.

    Tr s quy nh ca in tr ni t tn s cng nghip cho bng di y:

  • 61

    in tr sut ca t in tr ca ct )( )(10.1 4 cm < 10 44 10.510.1 < 15 54 10.110.5 < < 20

  • 62

    + Vi loi mng cc th c th chn cc ngy vo l mng hay dng

    ni t dng tia - cc.

    i vi tia th di gii hn l: Chiu di gii hn ca tia in tr sut ca t )( m

    40m 410.5 60m 410.25

    100m 410.100 Bng 2-16

    - Ta chn mng l mc lm mng cho ct ng dy c treo mt

    dy chng st 110KV v ta tin hnh tnh ton ni t vi dng l tia - cc.

    Ta c in tr )(10.8.0 4 cm= nn ta tnh ton ni t sao cho in tr ni t ca ct ng dy l R

  • 63

    - Tia di 6m bng thp c b = 40mm = 0,04m tia c chn su 1,5m

    - Cc dng loi cc bng thp gc 40 x 40 x4mm )(038,0)(38940.040.95,0 mmmdd ====

    Khong cch cc cc l 3m, chiu di cc l 3m

    - H s ma: Kmt = 1,6 ; Kmc = 1,45

    * in tr ca thanh ni: btl

    lR ttt .

    2ln.2

    2

    =

    Trong :

    )(10.28,16,1.10.8.0 22 mtt ==

    l = 6m, t = 1,5m ; b = 0,04m

    )(09,2404,0.5,1

    6.2ln6.14,3.2

    10.28,1 22 == tR

    * in tr ca cc thp gc 40 x 40 x 4mm

    ++= 14

    14ln212ln

    2 tt

    dl

    lR ttc

    Trong :

    )(10.16,145,1.10.8.0 22 mtt ==

    l = 3m

    t/ = 1/2 = 1,5m

    d = 0,04m

    )(23,3435,1.435,1.4ln

    04,03.2ln

    3.14,3.210.16,1 2 =

    ++= cR

    * in tr ca h thng ni t tia - cc:

  • 64

    ctc

    ctnt nRR

    RRR ...+=

    Trong :

    n - L s cc cn s dng l 2 cc

    c v t - L h s s dng c xc nh trong bng sch hng dn thit k tt nghip cao p vi a/l =1

    Ta c: 85,087,0

    ==

    c

    t

    )(61,112.87,0.09,2485,0.23,34

    23,34.09,24 =+= ntR

    Ta thy rng

  • 65

    Vi: )(10.16,145,1.10.8,0 22 ==tt L = 3 ( m)

    D = 0,038( m)

    T/ = 1,5 m

    )(55,3435,1.435,1.4ln

    21

    038,03.2ln

    3.14,3.210.16,1 2 =

    ++= cR

    in tr ca h thng ni t tia cc:

    nRRRR

    Rcttc

    tcHT ...

    . +=

    Trong :

    n = 4 ( l s lng cc s dng)

    t v c tra trong bng 3,5 sch hng dn thit k tt nghip k thut

    in cao p vi 2=la .

    )(5,8

    4.74,0.09,2477,0.55,3409,24.55,34

    74,077,0

    =+=

    ==

    HT

    c

    t

    R

    Ta thy rng

  • 66

    ng dy ti in l phn t di nht ca HT nn thng b st nh

    v chu tc ng ca in p kh quyn, c th dn n ct my, ct ng

    dy nh hng ti s cung cp in ca li ng thi ph hoi thit b trong

    trm. Do ta phi nghin cu chng st cho ng dy ti in, c bit l

    nhng on gn trm, v khi st nh c thr to nn sng truyn vo trm

    gy nguy him cho ngi v thit b trong trm.

    Qua in p kh quyn xut hin trn ng dy l do st nh trc tip

    vo ng dy dn, dy chng st, ct hoc xung t gn ng dy. Khi

    xt n ch tiu kinh t ta ch c th chn theo mc hp l v kinh t v k

    thut, tan khng th chn c mc cch in theo yu cu ca qu in p

    kh quyn v tr s ca n l ln.

    Vi mc treo cao trung bnh ca dy trn cng ( dy chng st) l h,

    ng dy s thu v cc phng in st trn di t rng 6h v chiu di bng

    chiu di ng dy. Tng s ln st nh thng ln ng dy hng nm

    c tnh l:

    ngsTB nLhN ..10.)9,06,0(3=

    Trong : hTB- cao trung bnh ca dy cao nht ( m)

    Nngs- s ngy st nh hng nm trong khu vc dy i qua

    10070 =ngsN ngy.

    L- chiu di ng dy ( km)

    Do tham s dng st nh l khc nhau, khng phi ln no cng dn

    n

    phng in trn cch in. xy ra phng in khi st nh th tr s qu

    in

  • 67

    p kh quyn phi ln hn mc cch in xung kch ca ng dy. Do vy

    s

    ln phng in trn trn cch in ph thuc vo gi tr xc sut phng in

    rp

    v s ln phng in c xc nh:

    pdngsTbpdpd rnLhNrN ....),,(3109060==

    Phng in trn cnh in ch gy ct in khi phng in xung kch

    trn cch in chuyn thnh ho quang duy tr bi in p lm vic xc sut

    tr thnh h quang ph thuc vo graien in p lm vic dc theo ng

    dy phng in:

    ).( LoEf = vi )(. mKVLU

    LoEpd

    LV=

    Trong : ULV- in p lm vic ca ng dy.

    Lp- chiu di ng phng in.

    Vy s ln ct in hng nm do st nh vo ng dy ti in l:

    rnLhrNN pdngstbpdc .....),,(..3109060==

    so snh kh nng chu st ca ng dy ti in c tham s khc

    nhau ngi ta dng tr s suts ct ng dy tc l s ln ct khi ng dy

    c chiu di L = 100km c tnh l:

    rhn pdtbcd ..).,,( 9060=

    Do gim s ln ct din ta phi gim rp hoc .

    + Gim rp: bng cch tng cng cch in ng dy v treo dy

    chng st. Treo dy chng st l c hiu qu nht. Vi vng t c cm 510> th dy chng st s khng pht huy tc dng.

  • 68

    Gim : gim c khi gim c cng in trng dc theo

    ng phng in hay phii tng Lp( tng s bt s).

    Ta thy rng ng dy 110KV i qua vng c st nh hot ng

    mnh cn c bo v bng dy chng st. ng dy 22KV c trung tnh

    cch in v cch in ca ng dy l rt yu nn khng treo dy chng

    st.

    I.NG DY 110KV.

    1.Tham s ct ng dy 110KV

    - Dy dn dng loi AC - 185 c ng knh d = 18,8 mm = 18,8.10-3m pha

    A1, A2 treo cao 20,8m, B1 v B2 treo cao 17,8 m, C1 v C2 treo cao 14,8

    m.Ct ng dy 110kv - 2l - 1 dy chng st.

  • 69

    Hnh 3-1:Ct ng dy 110KV- 2 l- 1 dy chng st

    - Dy chng st l dy thp C- 70 c ng knh d = 11,4 mm, r = 5,7

    mm treo cao h = 25 m.

    - vng ca dy chng st l fcs= 6 m. vng ca dy dn in l

    fdd= 8,5 m.

    - Chui cch in dng loi s treo 54 , c 7 bt s.

    - Khong vt ng dy l lKV= 200m.

    - U50% cch in 110Kv l 650 Kv/7 bt s.

    - H s hiu chnh vng quang cp in p 110Kv l 31= ,

    2. Cc s liu tnh ton:

    - treo trung bnh ca dy chng st.

    Hcstb= hcs- 2/3 fcs= 25 - 6(2/3)o= 21 m.

    - treo cao trung bnh ca dy dn pha A1, A2.

    mfhh ddAtbAA 1315=5832820=32=21 ,,).(,)(

    - treo cao trung bnh ca dy dn B1, B2.

    )(,,)(,)( mfhh ddBtbBB 1312=5832817=32=21

    - treo cao trung bnh ca dy dn C1, C2.

    )(,,).(,)( mfhh ddctbCC 139=5832814=32=21

    - Tng tr sng ca dy dn c tnh theo cng thc:

    rh

    Zdd260= ln.

  • 70

    Trong : h - treo cao trung bnh ca dy dn.

    + r l bn knh ca dy dn: r=1049=210818 33 .,.,

    - Tng tr sng ca dy dn pha A1, A2

    )(,.,,.

    ln..

    .ln. 612484=10491315260=260= 321r

    hZ tbAAdd

    - Tng tr sng ca dy dn B1, B2

    )(,.,

    ,.lnln 352471=1049

    1312260=260= 321rh

    Z tbBBdd

    - Tng tr sng ca dy dn pha C1, C2.

    )(,.,

    ,..ln

    .ln 305454=1049

    139260=260 321rh

    Z tbCCdd

    - Tng tr sng ca dy chng st:

    )(,.,

    .ln

    .ln 297534=1075

    21260=260= 3rh

    Z cstbcs

    - Tng tr sng ca dy chng st khi c vng quang:

    )(,,

    , 998410=31297534==

    Z

    Z csvqcs

    - Gc bo v pha A1, A2: h

    lxarctgA

    =

    Trong : lx- chiu di x treo dy pha tnh t tm ct.

    Ac hhh = l k hiu gia chiu cao ct v chiu cao dy dn cc pha.

    oA arctg 4625=820252=21 ,,

  • 71

    - Gc bo v pha B1, B2:

    oB arctg 2924=81725253=21 ,,

    ,

    - Gc bo v pha C1, C2:

    oC arctg 3916=814253=21 ,,

    Ta thy rng cc gc bo v cc pha n < 30o. Vy m bo yu cu

    v chng st nn ta chn loi ct st v treo dy dn, dy chng st nh trn

    tnh ton.

    * H s ngu hp gia dy dn v dy chng st.

    - H s ngu hp pha A1-2 v dy chng st:

    22

    1212

    2=rh

    dD

    Koln

    ln

    D12- khong cch gia dy chng st v nh hng cu pha A1-2

    d12- khong cch gia dy chng st v dy dn pha A1-2

    h2- bn knh dy chng st.

    ( ) ( )( ) ( ) mlhhd

    mlhhD

    x

    x

    26=2+131521=+=18536=2+21+1315=++=

    22221212

    22222112

    ,,

    ,,

    Ta c:

    1980=10752122618536

    =2=3

    22

    1212

    ,

    .,

    .ln

    ,

    ,ln

    ln

    ln

    rh

    dD

    Ko

    Khi c nh hng ca vng quang th:

  • 72

    2576=311980== ,,.,.KK oorq

    - H s ngu hp gia pha B1-2 v dy chng st.

    ( ) ( )( ) ( ) mlhhd

    mlhhD

    x

    x

    459=253+131221=+=2933=253+1312+21=++=

    22221212

    22222112

    ,,,

    ,,,

    Ta c:

    1410=10752124592933

    =2=3

    22

    1212

    ,

    .,

    .ln

    ,

    ,ln

    ln

    ln

    rh

    dD

    Ko

    Khi c nh hng ca vng quang th:

    1830=311410==0 ,,.,KK orq

    - H s ngu hp gia pha C1-2 v dy chng st.

    ( ) ( )( ) ( ) )(,,

    ,,

    mlhhd

    mlhhD

    x

    x

    2412=3+13921=+=330=3+139+21=++=

    22221212

    22222112

    Ta c: 1010=10752122412330

    =2=3

    22

    1212

    ,

    .,

    .ln

    ,

    ,ln

    ln

    ln

    rh

    dD

    Ko

    Khi c nh hng ca vng quang th:

    1310=311010== 00 ,,.,.KK rq

    Qua tnh ton ta thy rng h s ngu hp gia dy chng st v pha

    A1-2 l ln nht do :

    + tnh sut ct do st nh vng qua dy chng st vody dn ta

    xt cho pha A1-2 c gc bo v ln v treo cao hn.

  • 73

    + tnh st nh vo khong vt ca dy chng st ta tnh cho pha

    c in p kh quyn t ln ln hn tc l pha c h s ngu hp nh hn.

    + tnh sut ct do st nh vo nh ct ta phi xc nh qu in p

    kh quyn t ln cch in cc pha v ta tnh vi trng hp nguy him tc

    l c Uc(a,t) ln hn.

    II.TNH TON THAM S KHI ST NH LN NG DY 110KV

    1.S ln st nh vo ng dy: Cng thc tnh: LnhN ngscstb ...),,( 3109060=

    Trong : + hcstb=21 m

    + L - chiu di ng dy ti in ly 110 km

    + nngs- s ngy st nh trong nm ly 100ngy

    Ta c: 189126=10010010219060= 3 ...),,(N ln / nm.

    M: N = N + Nc +NKV

    Trong : N- s ln st nh vng qua dy chng st vo dy dn .

    Nc- s ln st nh vo nh ct v ln cn nh ct.

    NKV- s ln st nh vo khong vt.

    2. S ln st nh vng qua dy chng st no dy dn.

    c trng cho s xc sut 2V khng nhng ch ph thuc vo gc bo

    v ma cn tng theo chiu cao ct c tnh l:

    490=hc

    U

    lg

    l gc bo v tnh vi pha A1 - 2 = 25,460

    hc l chiu cao ca ct = 25m

    aUU 32 1062=5852=49025= .,,lg 25,46

  • 74

    Vy s ln st nh vng qua dng dy chng st vo pha A12 l:

    mnkmlnNUN //(,,.. 100490=6210189== 322 Ta ly N = 189 l gi tr ln nht tnh.

    3. S ln st nh vo nh ct hoc ln cn v khong trt

    )/(, mKmnlnNNN KVdc 100594=2189=2==

    4. Tnh sut ct do st nh vng qua dy chng st vo dy dn.

    Theo cng thc: UNn Pddd ..2= Vp l xc sut phng in do qu in p ng dy khi c st nh

    vo dy dn.

    l xc sut hnh thnh h quang.

    * Tnh Vp : Khi st nh vo dy dn mch ca khe st ghp ni tip

    vi tng tr sng ny c tr s l Zdd/2 (ta gi s st nh vo chnh gia

    ng dy).

    Ta c: 2=22+

    = 00

    0 Scdd

    ddcc

    IIZZvi

    ZZ

    ZII .

    in p trn dy khi st nh vo l:

    4=ddS

    dd

    ZIU

    .

    Khi in p trn dy dn Udd vt qua mc in xung kch ca chui

    cch in %50 UUdd th dy n phng in trn chui cch in.

    %504 UZ

    I ddS nn dd

    S ZU

    I %. 504

    Khi xc sut phng in khi qu p trn ng dy chnh l xc sut

    cho:

    8650===

    4=

    4

    612484126504126

    50450

    50

    ,,.,%

    ,

    %

    %

    %

    UZ

    U

    ddSpd

    ddS

    dd

    ZU

    IfV

    ZU

    I

    ll

    Vi Zdd l tng tr sng pha A1-2

  • 75

    * Tnh : tr s ph thuc vo t s cs

    LVLV l

    UE =

    + ULV- in p lm vic

    + lcs- chiu di chui s.

    KvU

    U dddmLV 2157=1101432

    32=23

    2= ,.,

    ...

    cp in p 110 Kv ta chn loi s cch in cho ng dy l loi

    s 54 , c 7 bt s. mlcs 21= ,

    Ta c: )/(,,

    ,kmkv

    lU

    Ecs

    lvLV 6847=21

    2157==

    T bng xc sut hnh thnh h quang ( trang 205 - sch k thut in

    cao p) ta c

    Bng 3-2:

    Elv 50 30 20 10

    0,6 0,45 0,25 0,01

    Theo bng s liu trong bng ta v c th biu din quan h ELV v .

    Sau ELV ta xc nh c gi tr tng ng l ELV= 47,68(kv/km) =0,58.

    Thay vo cng thc:

    260=58049== ,,.,.. oVNn pddd (ln/100 km.nm)

    Ta thy rng gim ndd c th gim bng cch tng cng chui cch

    in ... hoc gim N bng cch gim gc bo v tng cao dy chng st.

    Hnh 3-3

  • 76

    5. Tnh sut ct do st nh vo khong vt:

    Khi c st nh vo dy chng st trong khong th ti v tr st nh

    coi nh dng in st s chia u cho 2 phn ca dy chng st.

    Gi thit l sng st c dng xin gc, phng trnh dng in do st l:

    Is= at nu t < Ts

    Is= I nu dcTt

    Khi tnh ton ta phi tnh vi cc gi tr khc nhau ca dng st vi

    a = 10,...100 )( sKA v t = 1,2 ...10 )( s v gi tr 11=cR .

    Khi c st nh vo khong vt ca dy chng st s sinh ra cc in

    p l in p tc dng ln cch in khng kh gia dy dn v dy chng st,

    in p tc dng ln cch in chui s. Thnh phn in p tc dng ln

    cch in khng kh ph thuc vo dc dng in st, v khong cch gia

    dy dn v dy chng st. Trong thit k v trong xy dng ngi ta t

    khong cch gia dy dn v dy chng st kh ln trnh chm dy nn

    kh nng phng in trong khong vt do thnh phn in p tc dng ln

    cch in khng kh ln hn mc cho php, ng thi nu c th xc sut hnh

    thnh h quang l rt nh, do kh nng ct in ng dy l khng ng

    k, v vy trong tnh ton ta b qua thnh phn ny.

    ELV40302010 50

    0,1

    0,25

    0,45

    0,57

  • 77

    a. in p tc dng ln cch in ca chui s.

    in p tc dng ln chui s khi st nh vo khong vt ca dy

    chng st l:

    LVCSCctcd Ukdttdis

    LatR

    U +1

    2+2= )(

    )(.)(

    - Dng in st c dng is(t) = at nn c:

    LVcscccd Uka

    LatR

    tU +1

    2+2= )(.

    .)(

    Trong cc thnh phn ca Uc c xc nh nh phn sau.

    b. in p lm vic ( tnh phn trc)

    )(,.,

    . kvULV 2157=1101432

    32=

    c. in p ti nh ct khi st nh vo khong vt khi c nh hng ca

    h quang.

    2+21=a

    LatR

    kU cscc ..

    )(

    Trong : a- dc ca dng in st.

    Lccs- in cm ca thn ct in tnh t mt t ln n im

    treo dychng st v Lccs= Lo.hc. Vi Lo l in cm n v ca thn ct:

    )(, mHL 60=0 ;

    hc- chiu cao ct in.

    HLcsc 15=2560= .,

    Rc- in tr ni t ca ct ng dy 11=cR

    k- h s ngu hp ca dy chng st i vi dy dn c nh hng ca

    h quang ( k ca dy dn pha A K pha B).

  • 78

    Trong cng thc trn ta thy t l nghch vi K, vy ta s ly gi tr K

    nh hn tnh vi U ln, ta c:

    KA1-2= 0,275.

    KB1-2= 0,183.

    KC1-2=0,131.

    V ta ly KC1-2 l h s ngu hp tnh ton. T ta c:

    2157+15+1143450=2157+15+43450=

    2157+

    215+213101=

    +1

    2+2=

    ,)(.,

    ,).(.,

    ,.

    ),(

    )(.

    )(

    ta

    tRa

    aatR

    Uka

    LatR

    atU

    c

    c

    LVcsc

    ccd

    Nh vy khi thay 11=R vo ta c biu thc tnh Uc theo a v t ta c kt qu sau:

    a t

    1)( s

    2)( s

    3)( s

    4)( s

    5)( s

    6)( s

    7)( s

    8)( s

    9)( s

    10)( s

    10 170,18 217,98 265,77 313,57 361,36 490,16 456,96 504,75 552,54 600,34

    20 283,15 378,74 474,33 569,92 665,51 761,10 866,69 952,28 1077,87 1143,36

    30 396,12 539,51 862,99 826,28 969,66 1113,05 1256,43 1399,82 1543,20 1686,59

    40 509,09 700,27 891,45 1082,63 1273,81 1464,99 1656,17 1847,35 2038,53 2229,71

    50 622,06 861,04 1100,01 1338,99 1577,96 1816,94 2055,91 2294,89 2533,86 2772,84

    60 735,03 1021,80 1308,57 1595,34 1822,11 2168,88 2455,65 2742,42 3029,19 3315,96

    70 848,00 1182,57 1517,13 1851,70 2186,26 2520,83 2855,39 3189,96 3524,52 3859,09

    80 960,97 1343,33 1725,69 2108,05 2490,41 2872,77 3255,13 3637,49 4019,82 4402,21

    90 1073,94 1504,10 1934,25 2364,41 2794,56 3224,72 3654,87 4085,03 4515,18 4945,34

    100 1186,91 1664,86 2142,81 2620,76 3098,71 3576,66 4054,61 4532,56 5010,51 5488,46

    T gi tr 11=cR ta c bng c tnh Vc(a,t) ph thuc vo thi gian v dc u sng st a. T bng ny ta v c th Vc theo a,t v v

    c c tnh phng in ca chui s.

  • 79

  • 80

    th gi tr ca Uc theo a v t vi 11=cR vi st nh vo khong vt.

    Ta c bng sau:

    t(MS) 1 2 3 4 5 6 7 8

    Ucs(KV

    )

    1020 930 860 818 790 780 770 770

    Bng gi tr in p phng in ca chui s Ucs(KV)

    T th ta xc nh c cc gi tr ai v ti l giao im ca Uc vi

    c tnh V - S ca chui s, do ta s xc dnh c cc cp thng s nguy

    him (Ii;ai). Sau ta xc nh c ng cong nguy him I = f(a).

    d. Xc sut phng in Vp: l xc sut cp thng s (I,a) ca

    phng in st thuc min nguy him.

    Vp= f{I,a} thuc min nguy him 3 hay

    dVp=f{a = ai}* { }iIIf m { } 1126

    1 == rIIf Ii ,l ( r1 l xc sut dng in st ln hn dc i Ii no )

    aaiaii drdaadafaaf =+== )()( ( dra l xc sut dng in st ln hn dc ai no )

    9101== ,)( Iia aafr l

    T ta xc nh c dVp= r1dra hay Vp= Str1dra, ta chia on t0 lm thnh thnh phn nh khi :

    = aipd rrV vi 1+= aiai VVV

  • 81

    T th Uc vi 11=cR ta xc nh c cc cp gi tr (a,t) t xc nh c I, Vi, Va, aV nh trong bng sau:

    a(KA/ )s 10 20 30 40 50 60 70 80 90 100

    T( )s 11,8 6,7 3,7 2,8 2,3 1,8 1,5 1,2 0 0

    I(KA) 118 134 111 112 115 108 105 96 0 0

    V1(10-1 0,11 0,05 0,14 0,14 0,12 0,16 0,18 0,25 0 0

    Va 0,0019 0,0005 0,0037 0,0034 0,0026 0,0049 0,065 0,0149 0 0

    )( 210aV 1,0014 0,9968 1,0003 1,0008 0,9977 0,9984 0,9976 1,0149 0 0

    )( 610aVV1

    110,15 49,84 140,04 140,11 119,72 178,49 178,49 253,73 0 0

    Vi 11=cR ta c: 61 10821151== .,.. apd VVV Sut ct do st nh vo khong vt:

    06530=6010821151594== 6 ,,..,.,.. VNN pddcKV (ln/100km.nm)

    Do ta c th c th I = f(a) l gii hn ca min nguy him:

    a )( sKV

    Min nguy him

    I(kA)

  • 82

  • 83

    6. Tnh ton sut ct do st nh vo nh ct v ln cn nh ct.

    Ta xt trng hp st nh vo nh ct: khi dng in s i vo b

    phn ni t ca ct in, ng thi mt phn nh s i vo b phn ni t

    ca cc ct ln cn. Khi c qu p kh quyn tc dng ln cch in ng

    dy th i vi cc pha khc l khng ging nhau, ta phi tnh ton in p t

    ln cch in tng pha v xt trng hp c gi tr ln nht.

    a. in p t ln cch in cc pha.

    Gi s ta tnh Uc (a;t) vi 1 gi tr a = 30 )( sKV V t = 5 )( s vi

    11=cR , khi cch in ln mi pha c tnh bi cng thc sau:

    [ ] [ ]t

    ticcsc

    ddctcstddcc

    dculvtacd d

    dKLLKMMakRiUUU x

    )()()();( )(. ++1++=

    Trong : + ULV- thnh phn in p lm vic ca ng dy 57,12Kv.

    + K- h s ngu hp c nh hng ca h quang vi pha.

    KA1-2= 0,257; KB1-2= 0,183; KC1-2= 0,131.

    + ddcL - tr s in cm ca phn ct in tnh t mt t ti

    cao ca ng dy: ddcL = L0.hdd.

    + L0- in cm n v ca thn ct in ta ly

    mHL 60=0 ,

    + hdd- treo cao ca dy dn pha:

    A1-2: hdd= 20,8 ddcL = 0,6.20,8 = 12,48 H

    + B1-2: HLmh ddcdd 6810=81760=817= ,,.,,

    C1-2: hdd= 14,8 m ddcL =0,6.14,8 = 8,88 H

  • 84

    + cscL - tr s in cm phn ct in tnh t mt t ti treo cao

    dy chng st.

    HhLL cscsc 15=2560== 0 ,. + Mdd(t)- h cm gia khe phng in st vi mch vng dy dn v t c tnh:

    1+2+1+20=

    hH

    hh

    HHV

    hMdd

    tddtdd

    ln

    )(ln,)(

    . V- vn tc pht trin vi phng in ngc khe vi Vt= .C

    - tc tng i phng in ngc ca st (= 0,3)

    C- tc truyn sng trong khng kh ( C = 300 sm )

    Vt= 0,3.300.5 = 450 ( sm ) ( ly t = 5) . H = hc+ hdd:

    Pha A1-2: H = 25 + 20,8 = 45,8 (m)

    B1-2: H = 25 + 17,8 = 42,8 (m)

    C1-2: H = 25 + 14,8 = 39,8 (m)

    . h = hc- hdd:

    Pha A1-2: h =25 - 20,8 = 4,2 (m)

    B1-2: h = 25 - 17,8 = 7,2 (m)

    C1-2: h = 25 - 14,8 = 10,2 (m)

    Vi pha A1-2:

    HM Add 9811=

    1+24845

    82022484530+1

    845+4582020=21 ,,

    ,ln

    ,.

    ,

    ,),(

    ,ln,.,

    Vi pha B1-2: HMBdd 6410=

    1+27

    8428172

    2784230+1842+45081720=21 ,

    ,

    ,ln

    ,.

    ,

    ,),(

    ,ln,.,

    Vi pha C1-2: HMCdd 765=

    1+210

    839814221083930+1

    839+45081450=21 ,,

    ,ln

    ,.

    ,

    ,),(

    ,ln,.,

    + Mcs(t)- tr cm gia mch khe st v mnh dy chng st c tnh:

  • 85

    HhVt

    hcM ctcs 215=

    1+2530+12252+5100302520=

    1++12

    2+10= ,),(

    ...,ln.,

    )(ln,)(

    + Udc- thnh phn in cm ng ln ng dy v cc pha gy ra bi

    din trng ca cc in tch khe st v trong ct.

    Hhh

    HvthVthvt

    ha

    hh

    kUc

    cdd

    dd

    csdcu

    .)(

    ))(()(ln

    ..,).( 2+1

    +++101=

    Vi pha A1-2:

    KvU Adcu 655855=845422530+1845+53003024+53003025+530030

    308203010

    8202525701= 221 ,,...),(

    ),..,)(,..,()..,(ln

    ,

    ,..,)

    ,.,(

    Vi pha B1-2:

    KvU Bdcu 096756=842272530+1842+59027+59025+590

    308173010

    8172518301= 221 ,,.,..),(

    ),.)(,.().(ln

    ,

    ,..,)

    ,.,(

    Vi pha C1-2:

    KvU Cdcu 214643=8392102530+1839+590210+59025+590

    3081410300

    1482513101= 221 ,,.,..),(

    ),.)(,.().(ln

    ,

    ,.,).,(

    + is lthnh phn dngin st i vo trong thn ct c xc nh bi

    cng thc:

    tc

    tcscsts R

    MLai 212

    2= l(. )()( )

    Vi: + Lcs- in cm ca dy chng st C

    LZL cscs

    .=

    + L- l chiu di khong vt L = 200 m.

    + Zcs- tng tr sng ca dy chng st Zcs= 410,998 )(

    + C- tc truyn sng C = 300 sm

    HLcs 247=300200998410= .,

  • 86

    + 0720=152+274112=2+

    2=2 ,..

    csccs

    c

    LL

    R

    Vy ta c: KAi tc 12112=1112215227430= 50720 ,).(

    .

    ,.. .,)( l

    + bin thin dng in st : tc

    tcscs

    t

    tic R

    MLa

    d

    d .)()( ...

    2222= l

    Thay vo ta c: 718=0720112215227430= 50720 ,.,.

    .

    ,.. .,)( lt

    tic

    d

    d

    By gi ta thay cc tham s tnh c v cc tham s cho trc

    stsKAaRc 5=30=11= ;; vo cng thc tnh Uc ta tnh c in p t

    ln cch in cc pha:

    in p t ln cch in pha A1-2 ),( taU Acd 21 = 57,12 + 855,655 + 102,68.11(1 - 0,257) +30

    [11,98 - 0,257.15,2] + (12,48 - 0,257.15)18,7 = 2155,474 Kv

    in p t ln cch in pha B1-2 ),( taU Bcd 21 = 57,12 + 756,096 + 102,68.11( 1- 0,183) + 30

    [10,64 - 0,183.152] + (10,68 - 0,183.15) 18,7 = 2120,138 Kv

    in p t ln cch in pha C1-2 ),( taU Ccd 21 = 57,12 + 643,214 + 102,68.11 (1- 0,131) + 30

    [5,76 - 0,131.15,2] + (8,88 - 0,131.15).18,7 = 1924,227 Kv

    Qua tnh ton trn ta thy in p t ln cchin pha A1-2 l ln

    nht so vi cc pha khc nn ta ly pha A1-2 tnh ton in p tc dng ln

    chui s khi st nh vo nh ct ng dy in.

    b. in p t ln cch in pha A1-2 trong trng hp vo nh ct.

    in p t ln cch in pha A1-2 c tnh bi cng thc:

    cscctcdcLVtcd KVRiUUUU +++= )(

  • 87

    Trong : ULV= 57,21 KV ( tnh)

    dcU - thnh phn in p cm ng in.

    982585845+9024+9025+90794=

    845242530+1845+9024+9025+90

    3082010

    8202525701=

    +1+++101=

    2

    2

    ,

    ),)(,()(ln,

    ,.,..),(

    ),)(,()(ln

    ,

    ,..,)

    ,.,(

    ..)(

    ))(()(ln

    ..,).(

    ttta

    ttta

    Hhh

    Hvthvthvt

    ha

    hh

    kUc

    cdd

    dd

    csdc

    Vi cc gi tr ca a = 10, 20, 30.100 sKA v t = 1, 2, 3.10 (s)

    Thay Uc ta c kt qu bng sau:

    A t 1 2 3 4 5 6 7 8 9 10

    10 148,49 204,41 239,1 263,75 285,12 301,75 315,92 328,26 339,19 349,00

    20 296,97 408,83 478,24 527,49 570,24 603,51 631,85 656,53 678,39 698,00

    30 445,46 613,25 957,65 791,25 855,36 905,26 947,77 984,79 1017,58 1047,00

    40 593,95 817,66 1197,06 1054,99 1140,48 1207,02 1263,69 1313,05 1356,77 1396,00

    50 742,44 1022,08 1436,47 1318,75 1425,59 1508,77 1579,62 1641,31 1695,96 1745,00

    60 890,92 1226,49 1675,88 1582,49 1710,71 1810,53 1895,54 1969,58 2035,16 2094,01

    70 1039,41 1430,91 1915,29 1846,25 1995,83 2112,28 2211,48 2297,84 2374,35 2443,01

    80 1187,89 1635,33 2154,71 2109,99 2280,95 2414,04 2527,40 2626,10 2713,54 2792,01

    90 1336,39 1839,74 2154,71 2373,75 2566,07 2715,79 2843,33 2954,37 3052,73 3141,01

    100 1484,87 2044,16 2394,12 2637,49 2851,19 3017,55 3159,25 3282,63 3391,93 3494,02

    tcU l thnh phn in cm t.

    Ta c: )( .. tddt

    icddc

    tc Mad

    dLU +=

    Trong : ddcU - in cm ct tnh t mt t n x treo dy dn.

  • 88

    t

    ic

    dd - tc bin thin ca dng in st nh vo nh ct, gi tr

    ny ph thuc vo s bin thin l c phn x hay cha c t ct ln cn

    tr v.

    1+2405459845+906164= ,

    ,

    ,.(ln,)(

    tM tdd

    Thay cc gi tr t = 0, 1, 2, 3.10 s vo cng thc Mdd(t) ta c kt qu

    bng sau:

    T 1 2 3 4 5 6 7 8 9 10

    Mdd(t) 6,592 8,707 10,102 11,145 11,98 12,673 12,267 13,783 14,25 14,666

    Thnh phn in p ic Rc:

    - Khi cha c phn x t ct ln cn tr v cLt 2

    Vi L l chiu di khong vt = 200 m

    C l vn tc truyn sng = 300 s

    st 331=3002002 ,.

    + Dng in trong ct ic(t): ta c s thay th nh hnh v:

    22+= lZ

    MZRZ

    ai cstcstcs

    ccstaC )()(),(

    i 4314=152112+998410=2

    2+=1 ,..,

    csc

    ccs

    L

    RZ

  • 89

    Thay vo biu thc tnh ic(a,t) ta c bng kt qu

    Tc bin thin:

    taa

    ta

    ZtRZ

    add

    csccst

    ic 94920=998432998410=112+998410=2+=

    ,

    ,

    ,

    ).,(.

    )(

    Gi tr t

    ic

    dd c tnh trong bng kt qu .

    Ta c s thay th:

    i: C

    LZL cscs

    .=

    Zcs- tng tr sng ca dy chng st khng c nh hng ca h quang

    HLcs 198356=300200297534= ,.,

    IsRc

    i

    Zcs2

    crq

    c2i

    IsRc

    i

    Zcs2

    c

    rq

    c2i

    Lcs2

    Lccs

  • 90

  • 91

    + Dng in i trong ct ic(a,t) l:

    ( )( )

    0570=152+198356112=2+

    2=

    122=1

    2

    2

    ,.,

    .

    )()

    CSCCS

    c

    tcscs

    cc

    LL

    Rvi

    etMLRa

    tai

    Gi tr MCS(t) bng sau:

    1+6550+905= ttMCS ln)(

    Bng 3.7

    T 1 2 3 4 5 6 7 8 9 10

    MCS(t

    )

    9,19 9,24 9,28 9,29 9,32 9,33 9,34 9,35 9,36 9,37

    Bng 3.8

    a(KA/ )s 10 20 30 40 50 60 70 80 90 100

    T( )s 11,3 4,9 3,5 2,4 1,6 1,3 0 0 0 0

    I(KA) 113 98 105 9,6 80 78 0 0 0 0

    V1(10-1) 0,132 0,234 0,179 0,253 0,466 0,504 0 0 0 0

    Va .10-3 0,031 0,125 0,066 0,149 0,649 0,780 0 0 0 0

    )( 210aV 0,906 1,059 0,917 0,5 0,869 1,78 0 0 0 0 )( 610aVV1 11,96 24,78 16,41 12,65 40,49 89,71 0 0 0 0

    Ta c: 02220=6010196189==10196== 66 ,,..... VNnVVV pdcaiPd(ln/100Km.nm)

  • 92

    7. Tnh xc sut phng in khi st nh vo nh ct v ln cn nh ct. 34150=2540+06530+02220=++= ,,,,ddKVc nnnn (ln/100km.nm)

    ch tiu chng st ng dy ti in

    932=341501=1= ,

    ,nm (ln /100km.nm)

    * Kt lun : ta thy rng sut ct in trn ng dy 110KV l c th

    chp nhn c (khng cao qu), tham s ca ct l m bo ch tiu v sut

    ct cho ng dy khi c st nh vo n.

    Vy gim s ln ct in do st c th dng cc bin php sau y.

    - Gim xc sut phng in VP bng cch gim in tr ni t ct

    in v tng cng cch in ng dy.

    - Gim tr s gc bo v gim kh nng st nh vo dy dn. Trng

    hp st nh vo dy dn c xem l nguy him nht. V rt d gy phng

    in, nh ng dy 110KV xc sut phng in c th t ti 80%,

    ng dy in p cao hn xc sut ny vn cn gi cc tr s kh ln. Tuy

    nhin cn phi bo v se yu cu ct phi cao v nh th s lm tng gi

    thnh.

    Bng gi tr ca d-it/ dt =0,949 a/t

    t

    a 10 20 30 40 50 60 70 80 90 100

    1 9,492 18,98

    4

    28,47

    6

    37,96

    8

    47,46

    0

    56,95

    2

    66,44

    4

    75,93

    6

    85,42

    8

    94,92

    0

    2 4,746 9,492 14,23

    8

    18,98

    4

    23,73

    0

    28,47

    6

    33,22

    2

    37,96

    8

    42,71

    4

    47,46

    0

    3 3,164 6,328 9,494 12,65

    6

    15,82

    0

    18,98

    4

    22,14

    8

    25,31

    2

    18,47

    6

    31,64

    0

    4 2,373 4,746 7,121 9,492 11,86

    5

    14,23

    8

    16,61

    1

    18,98

    4

    21,35

    7

    23,73

  • 93

    5 1,898 3,797 5,696 7,594 9,492 11,39

    0

    13,28

    9

    15,18

    7

    17,08

    6

    18,98

    4

    6 1,582 3,164 4,747 6,328 7,910 9,492 11,07

    4

    12,65

    6

    14,23

    8

    15,82

    0

    7 1,356 2,712 4,069 5,424 6,780 8,136 9,492 10,84

    8

    12,20

    4

    13,56

    0

    8 1,187 2,373 3,560 4,746 5,933 7,119 8,306 9,492 10,67

    9

    11,86

    5

    9 1,055 2,109 3,165 4,219 5,273 6,328 7,383 8,437 9,492 10,54

    7

    10 0,949 1,898 2,848 3,797 4,746 5,695 6,644 7,594 8,543 9,492

    BNG GI TR CA [ ]142,0M2t998,410998,432

    a)ait(i )t(csc =

    t a

    1 2 3 4 5 6 7 8 9 10

    10 9,064 18,554 28,044 37,535 47,026 56,517 66,009 75,500 84,992 94,483

    20 18,128 37,108 56,088 75,071 94,052 113,035

    132,01

    7

    151,00

    0

    169,98

    3

    188,96

    6

    30 12,192 55,661 84,131 112,605

    141,07

    7

    169,55

    2

    198,02

    6

    226,50

    0

    254,97

    5

    283,44

    9

    40 36,257 74,115 112,175

    150,14

    1

    188,10

    3

    226,06

    9

    264,03

    5

    302,00

    0

    339,96

    6

    377,93

    2

    50 45,321 92,769 140,219

    187,67

    6

    235,12

    9

    282,58

    6

    330,04

    4

    377,50

    1

    424,95

    8

    472,41

    5

    60 54,385 111,323

    168,26

    3

    225,21

    2

    282,15

    5

    339,10

    4

    396,05

    2

    453,00

    0

    509,94

    9

    566,89

    8

    70 63,449 129,876

    196,30

    7

    262,74

    7

    329,18

    1

    395,62

    1

    462,06

    1

    528,50

    1

    594,94

    1

    661,38

    1

  • 94

    80 72,513 148,430

    224,31

    5

    300,28

    2

    376,20

    6

    452,13

    8

    528,06

    9

    604,00

    1

    679,93

    3

    755,86

    5

    90 81,577 166,984

    252,39

    4

    337,81

    7

    423,23

    2

    508,65

    5

    594,07

    8

    679,50

    1

    764,92

    4

    850,34

    8

    100 90,642 185,538

    280,43

    8

    375,55

    3

    470,25

    8

    565,17

    3

    660,08

    7

    755,00

    2

    849,91

    6

    944,83

    1

  • 95

    TI LIU THAM KHO

    1. K thut in cao p ca V VIT N

    2. Hung dn k thut in cao p ca NGUYN TH MINH CHC

    3. Nh my in v trm bin p ca NGUYN HU KHI

    4. Chng st cho nh v cng trnh ca VIM SUM

    B GIO DC V O TO TRNG H BCH KHOA H NI

    CNG HO X HI CH NGHA VIT NAMc lp - T do - Hnh phc

    ----------*******-------------

    NHIM V THIT K K THUT

    Ging vin hng dn : TS Nguyn nh Thng

  • 96

    H v tn sinh vin : on Vn Minh

    Ngnh hc : H thng in

    I/ - u thit k: TNH TON THIT K V CHNG V CHNG ST CHO NG DY V

    TRM BIN P 110/22KV.

    II/- D liu ban u:

    Trm bin p 110/22 KV c:

    - 2 l 110 KV vo.

    - 5 l 22 KV ra.

    - 1 l 0,4 KV ra.

    - 2 MBA 110/22KV.

    - Kch thc trm: 60 x 100m2.

    - in tr sut t 10.8,0=d 4( cm) - in tr ni t ca ct ng dy 110KV l Rc =11(). III/- Ni dung thit k.

    1- Chng m u: Tnh hnh ging st Vit Nam s nh hng ca

    h thng in.

    2- Chng 1: Tnh ton chng st nh trc tip vo trm bin p.

    3- Chng 2: Tnh ton h thng ni t cho trm.

    4- Chng 3: Tnh ton ch tiu chng st cho ng dy 110KV.

    IV/- Cc loi bn v thit k:

    V/- Ngy giao nhim v thit k: Ngy / /2003

    VI/- Ngy hon thnh thit k: Ngy / /2003 Ngy thng nm 2003

  • 97

    CH NHIM KHOA ..................................... GING VIN HNG DN

    (K v ghi r h tn) ( K v ghi r h tn)

    NGUYN NH THNG

    Hon thnh ngy 29 thng 4 nm2003

    Sinh vin thit k

    on Vn Minh

    KT QU NH GI

  • 98

    MC LC Trang

    LI M U ..................................................................................... Error! Bookmark not defined.

    CHNG M U: TNH HNH GING ST VIT NAM V NH HNG CA N TI LI IN ......................................................................................................................... 2

    I - Tnh hnh ging st vit nam. ...................................................... 2 II. S nh hng ca ging st ti h thng in: .............................. 4

    CHNG I: TNH TON TRNG ST NH TRCTIP VO TRM BIN P ..... 6

    I. Cc yu cu k thut: ....................................................................... 7 II. Gii thiu s lc v thit k trm 110/22KV: .............................. 8 III. Phm vi bo v ca ct Thu st: ................................................... 8

    1. Phm vi bo v ca mt ct thu st (H1-1): ............................. 8 2. Phm vi bo v ca hai ct v nhiu ct thu st : ..................... 9

    IV. Khong cch an ton trong khng kh v t. ............................ 11 V. trnh t tnh ton chng st nh trc tip. .................................. 13

    1 - B tr cc ct thu st : ............................................................ 13 2 - Xc nh chiu cao hiu dng ca ct : ................................. 13 3- Kim tra kh nng bo v i vi vt nm ngoi phm vi ct thu st bo v: ............................................................................. 13 4. Kim tra li ton b: ............................................................... 13

    VI. la chn phng n b tr ct: .................................................... 13 1. Phng n 1: ........................................................................... 13 2 - Phng n 2: .......................................................................... 24

    CHNG II: TNH TON NI T CHO TON TRM .................................................. 37

    I. Tnh ton ni t an ton : ............................................................. 40 1. Ni t an ton cho trm 110KV: ............................................ 40 2- Ni t an ton cho trm 22KV: .............................................. 42

    II. tnh ton ni t chng st cho trm: ........................................... 44 1. M u: ................................................................................... 44 2- Tnh ton ni t chng st cho trm 110 KV: ...................... 46 3. Tnh ton ni t chng st cho trm 22KV: .......................... 51

    III. Tnh ton ni t ct ng dy 110KV: ................................... 60 1- Nhim v: ............................................................................... 60

  • 99

    2. Hnh thc ni t nhn to: ..................................................... 61 3 - Cc phng n ni t: .......................................................... 62

    CHNG III: TNH TON CH TIU CHNG ST CHO NG DY 110KV ...... 65

    I.ng dy 110Kv. .......................................................................... 68 1.Tham s ct ng dy 110KV ............................................... 68 2. Cc s liu tnh ton: .............................................................. 69

    II.Tnh ton tham s khi st nh ln ng dy 110kv .................. 73 1.S ln st nh vo ng dy: ............................................... 73 2. S ln st nh vng qua dy chng st no dy dn. ............ 73 3. S ln st nh vo nh ct hoc ln cn v khong trt .... 74 4. Tnh sut ct do st nh vng qua dy chng st vo dy dn. ..................................................................................................... 74 5. Tnh sut ct do st nh vo khong vt: ........................... 76 6. Tnh ton sut ct do st nh vo nh ct v ln cn nh ct. ..................................................................................................... 83 7. Tnh xc sut phng in khi st nh vo nh ct v ln cn nh ct. ....................................................................................... 92

    TI LIU THAM KHO .............................................................................................................. 95