chuong 2 van chuyen chat long

43
CHƢƠNG 2 VẬN CHUYỂN CHẤT LỎNG

Upload: chuctb-pham

Post on 02-Oct-2015

22 views

Category:

Documents


5 download

DESCRIPTION

Vận chuyển chaags lỏng

TRANSCRIPT

  • CHNG 2

    VN CHUYN CHT LNG

  • Phn loi bm

    Bm th tch

    Bm ng lc

    Bm kh ng

  • Phn loi bm

    Bm th tch: Vic ht v y cht lng ra khi bm nh s

    thay i th tch ca khng gian lm vic trong bm.

    Bm piston

    Clip minh ha 2

    Clip minh ha 1

  • Bm roto

    Bm cnh trt Bm bnh rng

    Clip

  • Bm ng lc: Vic ht v y cht lng ra khi bm nh s

    chuyn ng quay trn ca cc bm, khi ng nng ca cnh qut s

    truyn vo cht lng to nng lng cho dng lng.

    Bm hng trc

  • Bm ly tm

  • Bm xoy lc

    (Vortex pump)

  • Bm kh ng: Vic ht v y cht lng ra khi bm nh s

    thay i p sut ca dng kh chuyn ng trong bm v to nng lng

    cho dng chy.

    Bm tia (ejector)

  • CC THNG S C TRNG CA BM

    Nng sut ca bm: L th tch cht lng c bm cung cp

    trong mt n v thi gian. K hiu Q, n v: m3/s

    Hiu sut ca bm: L i lng c trng cho s dng hu

    ch ca nng lng c truyn t ng c n bm. K hiu

  • Cng sut ca bm: c tnh bng nng lng tiu tn bm lm

    vic. Ni cch khc l nng lng tiu hao to ra lu lng Q

    v chiu cao ct p H.

    N = gQH / 1000, kW

    Trong :

    - Khi lng ring ca lu cht, kg/m3

    Q Lu lng ca bm, m3/s

    H Ct p ca bm (chiu cao ct p ton phn hay p

    sut ton phn ca bm), m

    - hiu sut ca bm

  • p sut ton phn ca bm:

    =2 1. + 0 +

    Trong :

    H : Tng p sut khi bm chy tnh theo mt ct cht lng

    P1, P2 : p sut trn b mt cht lng khong ht v khong y

    (N/m2), Pa

    : Khi lng ring ca cht lng c y i, kg/m3

    g : Gia tc ri t do, m/s2

    H0 : Chiu cao hnh hc a cht lng ln, m

  • P1 - p sut mt thong b cha s 1.

    P2 - p sut mt thong b cha s 2.

    Hh chiu cao ht ca bm

    H chiu cao y ca bm

    H0 = Hh + H khong cch 2 mt thong

    Z1 khong cch t mt ct 1-1 n mt chun

    Z2 khong cch t mt ct 2-2 n mt chun

    Z = Z2 Z1 khong cch 2 mt thong

    h khong cch gia p k v chn khng k

    Ph, P p sut trong ng ng ht v ng y

  • Trng hp 1: i vi bi ton thit k hoc chn bm thch hp

    Phng trnh Bernulli cho 2 mt ct 1-1 v 2-2:

    1 +1. +12

    2+ = 2 +

    2. +22

    2+

    Trong :

    hf = hms + hcb tng tr lc trn ng ng ht v y, m

    Suy ra :

    = 2 1 +2 1.

    +22 1

    2

    2+

  • (Z2 Z1) = Z

    Nng lng (ct p) dng khc phc chiu cao nng hnh hc

    (P2 P1)/g

    Nng lng dng thng li s chnh lch p sut 2 mt

    thong, m

    (22 1

    2)/2g

    Nng lng dng khc phc ng nng gia ng y v ng

    ht, m

    hf

    Nng lng do bm to ra thng li tng tr lc trn ng

    ng, m

  • Trng hp 2: i vi bi ton th li bm ( c bm)

    Phng trnh Bernoulli cho 2 mt ct 1-1 v 2-2

    +. +1 2

    2+ = +

    . +2 2

    2

    (Z Zh) = h

    Nng lng (ct p) dng khc phc chiu cao gia 2 p k

    (P Ph)/g

    Nng lng dng thng li s chnh lch p sut ng ht v y

    (

    )/2g

    Nng lng dng khc phc ng nng gia ng y v ng ht, m

    Lu : trong trng hp ny i lng hf = 0 v s tn tht nng lng

    trn ng ng c o hiu 2 p sut trn hai p k.

  • 1. BM TH TCH

    Bm piston tc dng n

    Cu to v nguyn tc hot ng

    Bm pittng tc dng n gm cc b phn chnh sau: Xi lanh

    hnh tr, trong c pittng chuyn ng tnh tin qua li nh c cu

    truyn ng tay quay thanh truyn. Pha u xi lanh c 2 xupp ht v

    y.

  • Khi pittng chuyn ng t tri qua phi, p sut trong xi lanh s gim

    xung nh hn p sut kh quyn. Di tc dng ca p sut kh

    quyn, xupp ht s m ra nc trn vo xi lanh v ng thi

    xupp y b ng li. Khi pittng chuyn ng ngc li t phi sang

    tri, p sut trong xi lanh s tng ln, khi xupp ht s ng li v

    xupp y s m ra v nc c y ra ngoi.

    Nh vy trong mt chu k chuyn ng ca pittng qu trnh ht v

    y cht lng c thc hin mt ln.

  • Khi trc quay t B A, Th tch nc ht vo ng bng th

    tch ca xilanh (.D/4)S. Khi trc quay na vng cn li (t A B) th

    pittng y lng nc trong xi lanh ra ngoi.

    Nh vy, khi trc quay 1 vng th lng nc do bm pittng tc

    dng n cung cp l (.D/4)S. Khi bm quay n vng/pht th lng

    nc do bm cung cp l n.(.D/4)S, m3 / pht.

    Vy, nng sut ca bm pittng

    Q = .F.S.n = .(.D/4)S.n , m3/ph

    D ng knh pittng, m

    S khong chy ca pittng, m

    - hiu sut th tch, v 1 phn th tch lu cht b r r

  • Bm pittng tc dng kp c 2

    pittng v hai xilanh. Khi pittng

    chuyn ng v pha phi, th tch

    khong trng trong xi lanh bn tri

    tng, p sut gim nn cht lng

    c ht vo bung xi lanh bn

    tri qua xupp 1, ng thi khi

    th tch khong trng trong xilanh

    bn phi gim, p sut tng, y

    cht lng cha trong xi lanh bn

    phi qua xupp 4 vo ng y. Khi

    pittng chuyn ng v phi tri,

    cht lng c ht vo bung xi

    lanh bn phi qua xupp 2 v ng

    thi y cht lng cha trong xi

    lanh bn tri qua xupp 3 vo ng

    y.

    Bm piston tc dng kp

  • Khi trc quay na vng, pittng chuyn ng t tri sang phi:

    Bm ht vo 1 lng : F.S = (D/4)S

    Bm y ra mt lng : F.S f.S = (D/4 d/4)S

    (.S l th tch cn pittng ng knh d chim ch)

    Khi trc quay na vng cn li, pittong i t phi sang tri

    Bm ht vo 1 lng : F.S f.S = (D/4 d/4)S

    Bm y ra mt lng : F.S = (D/4)S

    Nh vy, khi trc quay 1 vng, lng cht lng do bm cung cp:

    F.S + (F.S f.S) = (2F- f)S .

    Khi trc quay n vng/pht lng cht lng bm cung cp:

    n.(2F- f)S .

  • Nng sut ca bm pittong tc dng kp s l:

    Q = .n.(2F - f).S, m3/pht

    thy r hn s khc nhau lng cht lng c cung cp bi

    bm pittng tc dng n v tc dng kp ta xem th sau. Khi trc

    quay na vng (180), bm cung cp c cht lng.

  • Bm piston tc dng ba

    Bm pittng tc dng 3 cng tng t nh bm pittng tc dng

    kp nhng lng nc cung cp s u hn

  • a. Bm bnh rng

    Thng c nng sut nh, (0,3 2 l/s)

    p sut t 100 200 mH2O.

    Nng sut ca bm

    Q = (.b.n/4.60).(D1 - D2).

    b chiu rng bnh rng, m

    n s vng quay ca bnh rng, v/ph

    D1, D2 ng knh nh v chn rng, m

    - hiu sut th tch, = 0,7 0,8

    Cc loi bm th tch khc

    Vn chuyn cc loi cht lng c nht cao (0,2 100cm2/s)

  • b. Bm cnh trt (Sliding-vane pump)

    Gm v 1, bn trong trc 2 c s rnh theo hng bn knh. Trong rnh

    c t cnh trt 3. Khi trc quay, do lc ly tm nn cc cnh trt

    vng ra pha ngoi v p st vo v bm, chia thn bm thnh hai vng

    ht v y.

  • Nng sut ca bm cnh trt c xc nh theo cng thc:

    =.. 2.

    30 m3/s

    Trong

    b chiu rng rto, m e khong cnh lch tm, m

    S chiu dy cnh trt, m z s cnh trt

    r bn knh rto, m - hiu sut th tch

    R bn knh v my (R = r + e), m

    n s vng quay ca rto, vng/pht

    Bm cnh trt c th to ra p sut ti 70 at v lu lng ti 3,5 l/s.

  • 2. BM LY TM

    1 gung; 2 v bm

    3 ng ht; 4 ng y

    5 xupp (li lc)

  • Trc khi hot ng, bm cn c mi y nc trong bnh

    gung. Di tc dng ca lc ly tm, cht lng trong cnh gung s chy

    theo cnh hng dng t tm cnh gung ra mp cnh gung v i theo

    v bm ra ngoi. Khi cht lng trong bnh gung chuyn ng ra ngoi,

    di tc dng ca lc ly tm, s tao ra p sut chn khng ti tm bnh

    gung. Do s chnh lch p sut bn ngoi v tm bnh gung cht

    lng s theo ng ht chuyn ng vo bnh gung.

  • Hin tng xm thc v cch khc phc

    Cht lng chuyn ng vo ming bm ly tm do p sut y

    thp hn p sut kh quyn, iu ny to iu kin cho cc kh ha

    tan c trong cht lng bc hi to ra cc bt kh ming ht ca bm.

    Cc bt kh ny cng cht lng s chuyn ng trong cnh gung. Khi

    p sut li tng ln, kh li ho tan ngc li vo cht lng.

    Do qu trnh bay hi - ngng t - ha tan kh xy ra rt nhanh,

    th tch bt kh tng ln v gim t ngt dn n p sut trong cc bt

    kh tng ln rt ln. Hin tng to ra s va p thy lc, bo mn

    cc kt cu kim loi, to ra s rung ng v ting n. Hin tng ny

    gi l hin tng xm thc.

  • trnh hin tng xm thc, ngi ta cn tng p sut

    cht lng ca vo ca bm bng cch gim chiu cao ht nh

    t bm thp hn mc cht lng trong b ht.

  • Chiu cao ht ca bm c xc nh theo cng thc:

    1 1

    .

    .+ 1 +

    12

    2+

    P1 : p sut b ht, N/m2

    1 : Tng tr lc ng ht , m

    Pt : p sut hi bo ha ming ht, N/m2

    1 : Vn tc dng ng ht , m/s

    h : Tn tht ma st do xm thc

    =5,62. .

    c : h s xm thc ; c = 500 - 1000

    Nhit (oC)

    Chiu cao ht, m

    10 6

    20 5

    30 4

    40 3

    50 2

    60 1

    65 0

  • c tuyn ca bm ly tm

    Mi quan h l thuyt gia cc gi tr : Lu lng Q, ct p H,

    cng sut N khi s vng quay thay i c th hin theo t l

    Q1/Q2 = n1/n2 H1/H2 = (n1/n2) N1/N2 = (n1/n2

    Tuy nhin trong thc t quan h gia cc i lng khng ng

    hon ton theo t l nh trn m n thay i khi mt trong cc thng s

    ca bm thay i. V vy i vi mi loi bm mi quan h trn u

    xc nh bng thc nghim.

    c tuyn ca bm ly tm l mi quan h hm s gia cc thng

    s ca bm : Ct p, lu lng, cng sut, hiu sut khi s vng quay

    c nh hay thay i

    H = f(Q); N = F1(Q); = F2(Q)

  • Mi quan h H Q ph thuc vo hnh dng cnh gung

    Hnh dng cnh gung :

    Cong v pha sau ( < 90o)

    Cong v pha trc ( > 90o)

    Theo hng bn knh ( = 90o)

    Q

    H

    n = const

    < 90o

    > 90o

    = 90o

    Q

    H > 90o

    Q

    H

    < 90o

    Qmax Qmax

    Hmax

    c tnh l thuyt ca bm

    c tnh thc ca bm

  • Q

    Qmax

    Hmax

    1 2

    3

    on 1 2 trn ng c tuyn l vng lm vic

    khng n nh ca bm.

    on 2 3 l vng lm vic n nh ca bm

    H

  • c tuyn mng ng

    Trong mt mng ng dn, tn tht ct p khi cht lng chuyn

    cng trong ng dn c xc nh bng cng thc

    = 2 1 +2 1.

    +22 1

    2

    2+

    P1; P2 : p sut u vo v u ra ca ng dn

    Z1; Z2 : Chiu cao u vo v u ra ca ng dn

    22; 1

    2 : Vn tc cht lng ti 2 u ng

    h : Tng tn tht ma st trong ng ng

    = +

    2

    2

  • Q

    Qmax

    Hmax

    1 2

    3

    H ng c tuyn mng ng

    ng c tuyn ca bm

    A im lm vic

    Khi ghp bm vo mng ng ta s c th phi hp c tuyn

    gia bm v mng ng

    Giao im A gia ng c tuyn ca bm v mng ng gi l

    im lm vic ca bm trong mng ng.

  • Ghp bm

    Bm lm vic song song : khi cn gi nguyn ct p H v tng

    lu lng Q

    Bm lm vic ni tip : khi cn gi nguyn lu lng Q v tng

    ct p

    Q

    H

    Q1 Q2

    A1

    A2

    Bm ghp song song

    Q

    H

    Q1 Q2

    A1

    A2

    Bm ghp ni tip

  • Ghp song song

    Ghp ni tip

  • III. CC LOI BM KHC

    Bm sc kh

    Loi bm ny lm vic theo

    nguyn tc bnh thng nhau. Kh nn

    qua ng 2 thi vo ng 1 lm cho cht

    lng trong ng 1 si bt to thnh hn

    hp lng kh c hh < l nn hn

    hp ny dng ln qua np 4 vo b

    cha.

    1 ng dn, 2 ng dn kh nn, 3 bnh gim p, 4 b cha

  • Phng hn hp kh lng 4 phi t cao hn ca ht cht

    lng ng 1 khong 1 1,5 m gi cho kh nn khng b pht ra

    ngoi.

    u im:

    n gin, khng c b phn truyn ng, c th lm vic

    nhit cao khi bm li tm khng ht c.

    Nhc im:

    Hiu sut thp (25 35%), nng sut nh. Cn c trm nn

    kh v phi duy tr ct cht lng nht nh m bo nhng su ca

    ng 1.

  • Bm mng (Diaphragm pump)