Izibalo ze-Fluid - izinkinga nezixazululo
Umfutho woketshezi
1. Uyini umehluko phakathi komfutho wegazi ongaphansi kwamanzi phakathi kobuchopho kanye nezinyawo zomuntu okuphakama kwakhe kungu-165 cm (ake sithi ukuminyana kwegazi = 1.0 × 10 3 kg/m3 , ukusheshisa ngenxa yamandla adonsela phansi = 10 m/ s2 )
Kwaziwa:
Ukuphakama (h) = 165 cm = 165/100 m = 1.65 amamitha
Ubuningi begazi (ρ) = 1.0 × 10 3 kg/ m3
Ukusheshisa ngenxa yamandla adonsela phansi (g) = 10 m/s 2
Okufunayo: ukucindezela koketshezi
Isixazululo:
P = ρ gh
P = (1.0 × 10 3 )(10)(1.65)
P = (1.0 × 10 4 )(1.65)
P = 1.65 x 10 4 N/m 2
Ipayipi Eliphezulu
2. Ipayipi le-AU liqala ligcwaliswe ngamanzi kunepayipi elilodwa eligcwele uwoyela, njengoba kuboniswe esithombeni esingezansi. Ubuningi bamanzi bungu-1000 kg/m3 . Uma ukuphakama kwamafutha kungu-8 cm kanti ukuphakama kwamanzi kungu-5 cm, kungakanani ubuningi bamafutha?
Kwaziwa:
Ubuningi bamanzi = 1000 kg.m -3
Ukuphakama kwamanzi (h 2 ) = 5 cm
Ukuphakama kwamafutha (h 1 ) = 8 cm
Okufunwayo: ukuminyana kwamafutha
Isixazululo:
ρ 1 gh 1 =ρ 2 gh 2
ρ 1 ihora 1 =ρ 2 ihora 2
(1000)(5) = (ρ 2 )(8)
5000 = (ρ 2 )(8)
ρ 2 = 625 kg.m -3
3. Ipayipi le-AU laqala lagcwaliswa ngophalafini labe selifaka amanzi. Uma isisindo sikaphalafini singamagremu angu-0.8/cm3 kanti ubuningi bamanzi buyigremu eli-1/cm3 kanti indawo enqamulayo ingu-1.25 cm2 . Thola ukuthi kufanele kufakwe amanzi angakanani ukuze umehluko wokuphakama kobuso bukaphalafini ube ngu-15 cm.
A. 9 ml
B. 12 ml
C. 15 ml
D. 18 ml
Kwaziwa:
Ubuningi be-parafini (ρ 1 ) = 0.8 gram/ cm3
Ubuningi bamanzi (ρ 2 ) = 1 gram/ cm3
Indawo yesigaba sepayipi e = 1.25 cm 2
Umehluko wokuphakama kobuso be-kerosene (h 1 ) = 15 cm
Okufunwayo: Umthamo wamanzi
Isixazululo:
Ukuphakama kwamanzi (h2 ) :
ρ 1 gh 1 = ρ 2 gh 2
(0,8)(15)(1)(h 2 )
h 2 = 12 cm
Umthamo wamanzi:
V = ( Indawo yesigaba sepayipi e )(ukuphakama kwamanzi)
V = (1.25 cm 2 )(12 cm)
V = 15 cm 3
Ilitha eli-1 = 1 dm 3 = 10 3 cm 3
I-millilitha eli-1 = 10 -3 amalitha s = (10 -3 )(10 3 ) cm 3 = 1 cm 3
Umthamo wamanzi ungama-15 cm 3 = amamililitha ayi-15
Impendulo efanele ithi C.
4. Ipayipi U eligcwele amanzi anobukhulu obungu-1000 kg/m3 . Ikholomu eyodwa yepayipi U eligcwele i-glycerin enobukhulu obungu-1200 kg/m3 . Uma ukuphakama kwe-glycerin kungu-4 cm, nquma umehluko wokuphakama kwamakholomu womabili epayipi.
A. 0.8 cm
B. 4 cm
C. 8 cm
D. 12 cm
Kwaziwa:
Ubuningi bamanzi (ρ 1 ) = 1000 kg/ m3
Ubuningi be-glycerin (ρ 2 ) = 1200 kg/ m3
Ukuphakama kwe-glycerin (h 2 ) = 4 cm
Okufunwayo: Umehluko wokuphakama kwamakholomu womabili epayipi.
Isixazululo:
Ukuphakama kwekholomu yepayipi (h 1 ):
ρ 1 ihora 1 = ρ 2 ihora 2
(1000)(h 1 ) = (1200)(4)
(1000)(h 1 ) = 4800
h 1 = 4.8 cm
Umehluko wokuphakama kwamakholomu womabili epayipi U = h 1 – h 2 = 4.8 cm – 4 cm = 0.8 cm
Impendulo eyiyo ngu-A.
5. Ipayipi i -U inamaphethelo amabili avulekile agcwele amanzi anesisindo esingu - 1 g/cm3 . Indawo yesigaba eceleni kwepayipi iyafana, okungu-1 cm2 . Umuntu ushaya kolunye uhlangothi lwepayipi ukuze ubuso bamanzi kolunye unyawo bukhuphuke ngo-10 cm ukusuka endaweni yalo yokuqala. Uma ukusheshisa okubangelwa amandla adonsela phansi kungu-10 m/s2 khona-ke nquma amandla asetshenziswa yilowo muntu.
A. 20 kilodynes
B. 10 kilodynes
C. 2 kilodynes
D. 1 kilodyne
Kwaziwa:
Shintsha wonke amayunithi abe uhlelo lwamazwe ngamazwe.
Ubuningi bamanzi (ρ 1 ) = 1 gr/cm 3 = 10 -3 kg / 10 -6 m 3 = 10 3 kg/m 3
Indawo yesiphambano sepayipi (A) = 1 cm 2 = 10 -4 m 2
Ushintsho lwekholomu yepayipi (h) = 10 cm = 1 dm = 10 -1 m
Ukusheshisa ngenxa yamandla adonsela phansi (g) = 10 ms -2 = 10 1 ms -2
Umthamo wamanzi ahambayo (V) = (A)(h) = (1 cm 2 )(10 cm) = 10 cm 3 = (10 1 )(10 -6 m 3 ) = 10 -5 m 3
Okufunwayo: Amandla (F) asetshenziswa ngumuntu.
Isixazululo:
Amandla asebenze yilowo muntu = isisindo samanzi anokuphakama okungu-10 cm
F = w
F = mg —–> Isibalo sobuningi : m = ρ V
F = ρ V g
F = (10 3 )(10 -5 )(10 1 )
F = (10 4 )(10 -5 )
F = 10 -1 Newton —–> 1 Newton = 10 5 amadyne
F = (10 -1 )(10 5 dyne)
F = 10 4 amadayini
F = amakhilodine ayi-10
Impendulo efanele ngu-B.
6. Ipayipi elinomumo ongu-Y lifakwa libheke phansi ukuze unyawo lwesobunxele nonyawo lwesokudla kucwiliswe ezinhlotsheni ezimbili zoketshezi. Ngemva kokuba izinyawo zombili zicwiliswe oketshezini, khona-ke ingxenye ephezulu yepayipi lika-Y ivalwa ngomunwe bese idonswa phezulu, ukuze imilenze emibili yepayipi lika-Y igcwaliswe ngekholomu yoketshezi oluhlukahlukene olunobukhulu obuphezulu. Uma ubukhulu boketshezi lokuqala bungu-0.80 gram.cm -3 kanti ubukhulu besibili bungu- 0.75 gram.cm -3 , kanti ikholomu engezansi yoketshezi ingu-8 cm, khona-ke nquma umehluko wokuphakama phakathi kwamakholomu amabili oketshezi ku-U pip e.
A. 1.0666 cm
B. 0.9375 cm
C. 0.3533 cm
D. 0.5333 cm
Kwaziwa:
Ubuningi boketshezi lokuqala (ρ 1 ) = 0,80 gram.cm -3
Ubuningi boketshezi lwesibili (ρ 2 ) = 0,75 gram.cm -3
Ukuphakama koketshezi oluphansi (h 1 ) = 8 cm
Okufunwayo: Umehluko wokuphakama phakathi kwamakholomu amabili oketshezi ku-U pip e
Isixazululo:
Ukuphakama koketshezi oluphezulu (h2 ) :
ρ 1 ihora 1 = ρ 2 ihora 2
(0.80)(8) = (0.75)(h 2 )
6.4 = 0.75 (h 2 )
h 2 = 6.4 / 0.75
h 2 = 8.5 cm
Umehluko wokuphakama koketshezi = h 2 – h 1 = 8.5333 cm – 8 cm = 0.5333 cm
Impendulo efanele ngu-D.
7. Itshe elinomthamo ongu-0.5 m 3 elibekwe oketshezini olunobukhulu obungu-1.5 gr cm –3 . Ukusheshisa ngenxa yamandla adonsela phansi kungu-10 ms -2 . Iyini amandla okuphapha?
Kwaziwa:
Umthamo wetshe (V) = 0.5 m 3
Ubuningi bamanzi (ρ) = 1.5 gr cm –3 = 1500 kg m -3
Ukusheshisa ngenxa yamandla adonsela phansi (g) = 10 ms -2
Kufunwa: amandla anamandla ( FA )
Isixazululo:
Isibalo samandla agelezayo:
F A = ρ g V = (1500 kg m -3 )(10 ms -2 )(0.5 m 3 ) = 7500 kg m/s 2 = 7500 AmaNewton
I-Float
8. Ibhulokhi leqhwa liyantanta olwandle njengoba kuboniswe esithombeni esingezansi. Ubuningi bolwandle bungu-1.2 gr cm –3 kanti ubuningi beqhwa bungu-0.9 gr c –3 . Ubuningi beqhwa emanzini olwandle = ……. x ubuningi beqhwa emoyeni.
Kwaziwa:
Ubuningi bolwandle (ρ ulwandle ) = 1.2 gr cm –3
Ubuningi beqhwa (ρ ice ) = 0.9 gr c –3
Okufunwayo: Umthamo weqhwa emanzini olwandle = ……. x umthamo weqhwa emoyeni.
Isixazululo:
![]()
Umthamo weqhwa olwandle = 0.75
Umthamo weqhwa emoyeni = 0.25
Umthamo weqhwa emanzini olwandle = 3 x umthamo weqhwa emoyeni (3 x 0.25 = 0.75).
9. Into intanta oketshezini lapho u-2/3 wento useketshezini. Uma ubuningi bento bungu-0.6 gr cm3 , pho ubuningi bamanzi buyini.
Kwaziwa:
Ingxenye yento ewuketshezi = 2/3
Ubuningi bento = 0.6 gr cm 3 = 600 kg m 3
Okufunwayo: ubuningi boketshezi (x)
Isixazululo:

Ubuningi boketshezi bungu-900 kg m3
10. Izinkuni zintanta emanzini, lapho ingxenye engu-3/5 yezinkuni isemanzini. Uma ubuningi bamanzi bungu-1 × 10 3 kg/m3 , buyini ubuningi bokhuni?
Kwaziwa:
Ingxenye yento emanzini = 3/5
Ubuningi bamanzi = 1×10 3 kg/m 3 = 1000 kg/m 3
Okufunwayo: Ubuningi bokhuni (x)
Isixazululo:

Ubuningi bokhuni bungu-600 kg/m 3 = 6 x 10 2 kg/m 3
- Kuyini uketshezi oluqhubekayo?
- Impendulo: I-fluid statics, eyaziwa nangokuthi i-hydrostatics, iyigatsha le-fluid mechanics elifunda uketshezi oluphumuzayo kanye namandla asetshenziswa uketshezi olunganyakazi ezintweni ezicwilisiwe kanye nezindonga zesitsha.
- Ingcindezi kuketshezi ihluka kanjani ngokujula?
- Impendulo: Kuketshezi olunganyakazi, ingcindezi iyanda ngokulandelana ngokujula ngenxa yesisindo sekholomu yoketshezi ngaphezu kwanoma yikuphi ukujula okunikeziwe. Ushintsho ekucindezelweni ngokujula lunikezwa yi , lapho ukuminyana koketshezi, ukusheshisa kwamandla adonsela phansi, futhi ℎ ukujula.
- Iyini isimiso sikaPascal?
- Impendulo: Isimiso sikaPascal sithi ushintsho ekucindezelweni okusetshenziswa kuketshezi oluvalekile ludluliselwa lungapheli kuzo zonke izingxenye zoketshezi nasezindongeni zesitsha salo.
- Isebenza kanjani i-hydraulic lift ngokusekelwe ezimisweni ze-fluid statics?
- Impendulo: I-hydraulic lift isebenzisa isimiso sikaPascal. Uma amandla amancane esetshenziswa episton encane, idala ingcindezi kuketshezi. Lokhu kucindezela kudluliselwa kunganciphi kulo lonke uketshezi, kusebenzisa amandla amakhulu kakhulu episton enkulu, okwenza i-lift ikwazi ukuphakamisa izinto ezisindayo ngomzamo omncane kakhulu.
- Iyini amandla okuphapha futhi ahlobene kanjani ne-fluid statics?
- Impendulo: Amandla okuphapha ngamandla aphezulu asetshenziswa uketshezi kunoma iyiphi into ecwilisiwe. Ngokomthetho ka-Archimedes, amandla okuphapha entweni alingana nesisindo soketshezi olususwe yinto.
- Kungani izinto zintanta noma zicwila oketshezini?
- Impendulo: Ukuthi into iyantanta noma iyacwila kuncike ebuhlotsheni obuphakathi kwamandla okuntanta kanye nesisindo sento. Uma amandla okuntanta (ngenxa yoketshezi olususiwe) makhulu kunesisindo sento, izontanta. Uma isisindo sento sikhulu, izocwila.
- Uyini umqondo wokucindezela kwe-hydrostatic?
- Impendulo: Ukucindezela kwe-hydrostatic yingcindezi ekhishwa uketshezi oluphumulile ngenxa yamandla adonsela phansi. Iyanda ngokulandelana ngokujula koketshezi, futhi ibalwa ngokuthi , lapho ukucindezela okungaphezulu, ukuminyana koketshezi, ukusheshisa kwamandla adonsela phansi, futhi ℎ ukujula.
- Ingcindezi yomoya ihlobene kanjani ne-fluid statics?
- Impendulo: Umkhathi ungacatshangwa njengoketshezi. Umfutho womoya umfutho okhishwa yisisindo somoya ngaphezu kwephuzu elithile. Uyancipha ngokuphakama, ngendlela efanayo nendlela umfutho oketshezini oncipha ngayo njengoba umuntu ekhuphukela phezulu kukholamu yoketshezi.
- Iyiphi indima edlalwa ukuma kwesitsha ekusatshalalisweni kwengcindezi yoketshezi olungaguquki ngaphakathi kwaso?
- Impendulo: Ku-fluid statics, ingcindezi ekujuleni okunikeziwe incike kuphela ekuphakameni kwekholomu yoketshezi ngaphezu kwalokho kujula, hhayi ekumeni kwesitsha. Ngakho-ke, ingcindezi ekujuleni okuthile iyafana kungakhathaliseki ukuma kwesitsha.
- Iyini ukubaluleka kwe-hydrostatic paradox?
- Impendulo: I-hydrostatic paradox iqokomisa ukuthi kuma-static e-fluid, amandla asetshenziswa uketshezi oluqhubekayo phansi kwesitsha ancike kuphela ekuphakameni kwekholomu ye-fluid, hhayi kumthamo wayo noma ukuma kwesitsha. Ngakho-ke, izitsha ezihlukene kakhulu ezinokuphakama okufanayo koketshezi zinomfutho ofanayo esisekelweni sazo, noma ngabe ziphethe amanani ahlukene oketshezi.