Perhitungan Aliran fluida

Data kalibrasi sistem perpipaan A-B∆h(cmHg) V1 (ml) t1 (sekon) V2 (ml) t2 (sekon) ∆h(cmHg)

1 950 21.6 950 19.94 1 0.42 950 11.19 960 12.47 2 0.93 950 10.11 940 9.64 3 1.44 960 9.03 940 8.96 4 1.55 960 8.2 940 8.2 5 1.76 970 7.76 970 7.4 6 1.87 980 7.05 940 6.6 7 2.18 950 6.44 930 5.88 8 2.49 980 6.33 910 5.83 9 2.5

10 950 5.85 960 5.59 10 3.1.

sistem perpipaan C-D∆h(cmHg)

1 0.72 1.33 1.44 1.95 2.16 37 38 3.29 3.3

10 3.6

sistem perpipaan B-E∆h(cmHg)

1 11.52 12.33 13.24 14.45 17.56 19.77 21.58 24.39 27.9

10 30.1

∆h1(cmCCl4)

∆h1(cmCCl4)

∆h1(cmCCl4)

sistem perpipaan A-B sistem perpipaan B-C∆h(cmHg)

0.7 1 1.4 1.60.9 2 2.5 2.81.5 3 3.6 3.81.5 4 4.4 4.21.8 5 4.6 5.22 6 6.2 6.3

2.2 7 6.9 6.82.6 8 8.8 8.22.8 9 9.2 9.23.6 10 10 10.1

sistem perpipaan C-D sistem perpipaan D-E∆h(cmHg)

0.7 1 2.5 2.71 2 3.3 4.9

1.7 3 6.5 7.32.6 4 9.3 7.52.3 5 12.3 102.4 6 13.8 11.22.6 7 15.2 15.32.7 8 17.5 183.2 9 18.3 18.93.4 10 19.8 19.2

sistem perpipaan B-E

21.112.713.815.118.219.422.325.327.430.7

∆h2(cmCCl4) ∆h1(cmCCl4) ∆h2(cmCCl4)

∆h2(cmCCl4) ∆h1(cmCCl4) ∆h2(cmCCl4)

∆h2(cmCCl4)

Data kalibrasi∆h(cmHg) ∆h(mHg) V1 (ml) V2 (ml) Vrata-rata(ml)

1 0.01 950 950 9502 0.02 950 960 9553 0.03 950 940 9454 0.04 960 940 9505 0.05 960 940 9506 0.06 970 970 9707 0.07 980 940 9608 0.08 950 930 9409 0.09 980 910 945

10 0.1 950 960 955

∆h(mHg) Q(m³/s) ln Δh lnQ ln Δh x ln Q0.01 4.5739046702E-05 -4.6051701859881 -9.9925582112577 46.01743115623450.02 8.07269653423E-05 -3.9120230054281 -9.4244378954738 36.86861786032250.03 9.56962025316E-05 -3.50655789732 -9.2543319412577 32.45085075303780.04 0.000105614230128 -3.2188758248682 -9.1557174407722 29.47111752942570.05 0.000115853658537 -2.995732273554 -9.0631827276399 27.15086899830790.06 0.000127968337731 -2.81341071676 -8.9637276861211 25.21864753425180.07 0.000140659340659 -2.6592600369328 -8.8691696145734 23.58542831681360.08 0.000152597402597 -2.5257286443083 -8.7877074602457 22.19536445014380.09 0.000155427631579 -2.4079456086519 -8.7693303264486 21.11607045038960.1 0.000166958041958 -2.302585092994 -8.6977680228753 20.0273509917928

∑ -30.947289286805 -90.977931326665 284.10174804072

0 0.02 0.04 0.06 0.08 0.1 0.120

0.000020.000040.000060.00008

0.00010.000120.000140.000160.00018

f(x) = − 0.1036563224 x³ + 0.0104678165 x² + 0.0012800492 x + 0.000035502901

grafik kalibrasi orivismeter

∆h(mHg)

Q(m

³/s)

diameter pipa dalam pipa = 1.9cm = 0.019m

∆h(mHg) Q(m³/s) A(m2) v(m/s) ρ0.01 4.5739046702E-05 0.000283385 0.16140249731628 9980.02 8.07269653423E-05 0.000283385 0.28486675491769 9980.03 9.56962025316E-05 0.000283385 0.33768972433843 9980.04 0.000105614230128 0.000283385 0.3726881455541 9980.05 0.000115853658537 0.000283385 0.40882071576331 9980.06 0.000127968337731 0.000283385 0.45157061146804 9980.07 0.000140659340659 0.000283385 0.49635422008695 9980.08 0.000152597402597 0.000283385 0.53848087441962 9980.09 0.000155427631579 0.000283385 0.54846809668454 9980.1 0.000166958041958 0.000283385 0.58915624312523 998

1590

sistem A-B, pamjang pipa 16.5 cm = 0.165 m + kerangan + sambungan∆h(cmHg) ∆hrata-rata(cmCCl4) ∆hrata-rata(mCCl4)

1 0.4 0.7 0.55 0.00552 0.9 0.9 0.9 0.0093 1.4 1.5 1.45 0.01454 1.5 1.5 1.5 0.0155 1.7 1.8 1.75 0.01756 1.8 2 1.9 0.0197 2.1 2.2 2.15 0.02158 2.4 2.6 2.5 0.0259 2.5 2.8 2.65 0.0265

10 3.1 3.6 3.35 0.0335

sistem B-C, panjang pipa lurus 17 cm = 0.17m + belokan∆h(cmHg) ∆hrata-rata(cmCCl4) ∆hrata-rata(mCCl4)

1 1.4 1.6 1.5 0.0152 2.5 2.8 2.65 0.02653 3.6 3.8 3.7 0.0374 4.4 4.2 4.3 0.0435 4.6 5.2 4.9 0.0496 6.2 6.3 6.25 0.06257 6.9 6.8 6.85 0.0685

ρ CCl4

∆h1(cmCCl4) ∆h2(cmCCl4)


8 8.8 8.2 8.5 0.0859 9.2 9.2 9.2 0.092

10 10 10.1 10.05 0.1005

sistem C-D, sambungan∆h(cmHg) ∆hrata-rata(cmCCl4) ∆hrata-rata(mCCl4)

1 0.7 0.7 0.7 0.0072 1.3 1 1.15 0.01153 1.4 1.7 1.55 0.01554 1.9 2.6 2.25 0.02255 2.1 2.3 2.2 0.0226 3 2.4 2.7 0.0277 3 2.6 2.8 0.0288 3.2 2.7 2.95 0.02959 3.3 3.2 3.25 0.0325

10 3.6 3.4 3.5 0.035

sistem D-E, pipa lurus 352 cm = 3.52 m ∆h(cmHg) ∆hrata-rata(cmCCl4) ∆hrata-rata(mCCl4)

1 2.5 2.7 2.6 0.0262 3.3 4.9 4.1 0.0413 6.5 7.3 6.9 0.0694 9.3 7.5 8.4 0.0845 12.3 10 11.15 0.11156 13.8 11.2 12.5 0.1257 15.2 15.3 15.25 0.15258 17.5 18 17.75 0.17759 18.3 18.9 18.6 0.186

10 19.8 19.2 19.5 0.195

sistem B-E, pipa lurus = 369 cm = 3.69 m + belokan + kerangan∆h(cmHg) ∆hrata-rata(cmCCl4) ∆hrata-rata(mCCl4)

1 11.5 21.1 16.3 0.1632 12.3 12.7 12.5 0.1253 13.2 13.8 13.5 0.1354 14.4 15.1 14.75 0.14755 17.5 18.2 17.85 0.17856 19.7 19.4 19.55 0.19557 21.5 22.3 21.9 0.2198 24.3 25.3 24.8 0.2489 27.9 27.4 27.65 0.2765




10 30.1 30.7 30.4 0.304

heat loss(HL) pada pipa lurus, belokan, kerangan, sambungan.v (m/s) HL,pipa 0.165m(j/kg) HL,pipa 0.17m(j/kg) HL,pipa 3.52m(j/kg) HL,kerangan

0.161402497 0.007084869739479 0.00729956276189 0.15114388777555 0.01580470941883770.284866755 0.011172294589178 0.01151084897067 0.23834228456914 0.02570536072144290.337689724 0.018802154308617 0.01937191656039 0.4011126252505 0.0246153807615230.372688146 0.022889579158317 0.02358320276917 0.48831102204409 0.06648877755511020.408820716 0.030383191382766 0.03130389415194 0.648174749499 0.05654271042084170.451570611 0.034061873747495 0.03509405173984 0.72665330661323 0.08056768537074150.49635422 0.041555485971944 0.04281474312261 0.88651703406814 0.0793414579158316

0.538480874 0.048367860721443 0.04983355347058 1.03184769539078 0.07452737975951910.548468097 0.050684068136273 0.05221994898889 1.08126012024048 0.08556342685370750.589156243 0.053136523046092 0.05474672071416 1.13357915831663 0.0618563627254509

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.01

0.02

0.03

0.04

0.05

0.06f(x) = 0.00325611350051421 exp( 5.03094134196554 x )

Grafik headloss pada pipa 0.165 m

V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.01

0.02

0.03

0.04

0.05

0.06f(x) = 0.0033547836065904 exp( 5.03094134196554 x )


V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.2

0.4

0.6

0.8

1

1.2f(x) = 0.0694637546776365 exp( 5.03094134196554 x )


v(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.010.020.030.040.050.060.070.080.09

f(x) = 0.0095068400882396 exp( 3.95522120885134 x )

Grafik headloss pada kerangan

V(m/s)

HL(

j/kg

)

koefisien gesekan pada masing-masing pipa lurus, belokan, kerangan, sambungan.v (m/s) Kf,pipa 0.165m Kf,pipa 0.17m Kf,pipa 3.52m Kf,kerangan

0.161402497 0.015658531514388 0.01565853151439 0.01565853151439 1.213377705203960.284866755 0.007926810994021 0.00792681099402 0.00792681099402 0.6335343420895650.337689724 0.009493177091803 0.0094931770918 0.0094931770918 0.4317187019170860.372688146 0.009488254193884 0.00948825419388 0.00948825419388 0.9573862502400590.408820716 0.010466639396169 0.01046663939617 0.01046663939617 0.6766137669602740.451570611 0.009617381768004 0.009617381768 0.009617381768 0.7902045802982420.49635422 0.009711461421196 0.0097114614212 0.0097114614212 0.644090264473217

0.538480874 0.009604084550617 0.00960408455062 0.00960408455062 0.5140499042940890.548468097 0.009700818653456 0.00970081865346 0.00970081865346 0.5688731346186240.589156243 0.008813975237063 0.00881397523706 0.00881397523706 0.356412893391854

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.2

0.4

0.6

0.8

1

1.2f(x) = 0.0694637546776365 exp( 5.03094134196554 x )


v(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.010.020.030.040.050.060.070.080.09

f(x) = 0.0095068400882396 exp( 3.95522120885134 x )


V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.1

0.2

0.3

0.4

0.5

0.6

f(x) = 0.0412433778162758 exp( 4.43834294928611 x )

Grafik headloss pada belokan

V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.05

0.1

0.15

0.2

0.25

f(x) = 0.0253190478192903 exp( 3.73993799062666 x )

Grafik headloss pada sambungan

V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.0020.0040.0060.008

0.010.0120.0140.0160.018

f(x) = 0.0132556005455387 exp( − 0.698531825626445 x )

Grafik Kf pada pipa 0.165 m

V(m/s)

Kf

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.0020.0040.0060.008

0.010.0120.0140.0160.018

f(x) = 0.0132556005455387 exp( − 0.698531825626445 x )

Grafik Kf pada pipa 0.17m

V(m/s)

Kf

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.0020.0040.0060.008

0.010.0120.0140.0160.018

f(x) = 0.0132556005455387 exp( − 0.698531825626445 x )

Grafik Kf pada pipa 0.165 m

V(m/s)Kf

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.0020.0040.0060.008

0.010.0120.0140.0160.018

f(x) = 0.0132556005455387 exp( − 0.698531825626445 x )


V(m/s)

Kf

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.0020.0040.0060.008

0.010.0120.0140.0160.018

f(x) = 0.0132556005455387 exp( − 0.698531825626445 x )


V(m/s)

Kf

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.2

0.4

0.6

0.8

1

1.2

1.4

f(x) = 1.34439347727181 exp( − 1.77425195874065 x )

Grafik Kf pada kerangan

V(m/s)

Kf

0.1 0.2 0.3 0.4 0.5 0.6 0.70

1

2

3

4

5

6

7

f(x) = 5.83236149995295 exp( − 1.29113021830588 x )

Grafik Kf pada pipa belokan

V(m/s)

Kf

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.5

1

1.5

2

2.5

3

3.5

f(x) = 3.58044969969511 exp( − 1.98953517696533 x )

grafik Kf pada sambungan

V(m/s)

Kf

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.0020.0040.0060.008

0.010.0120.0140.0160.018

f(x) = 0.0135119243129938 exp( − 0.698531825626447 x )

grafik Kf pada pipa lurus 3.62 m

V(m/s)

Kf

menghitung efisiensi pompav Q HLtotal (j/kg) HLtotal (j/kg) HLtotal (j/kg)

(m/s) (m³/s) sistem A-B sistem B-C Sistem C-D0.161402497 0.000045739 0.03197274549098 0.08719839679359 0.04069258517034070.284866755 0.000080727 0.05231903807615 0.154050501002 0.06685210420841680.337689724 0.000056962 0.08429178356713 0.21508937875752 0.09010501002004010.372688146 0.000105614230128 0.08719839679359 0.24996873747495 0.1307975951903810.408820716 0.000115853658537 0.10173146292585 0.28484809619238 0.1278909819639280.451570611 0.000127968337731 0.11045130260521 0.36332665330661 0.1569571142284570.49635422 0.000140659340659 0.12498436873747 0.39820601202405 0.162770340681363

0.538480874 0.000152597402597 0.14533066132265 0.49412424849699 0.1714901803607210.548468097 0.000155427631579 0.154050501002 0.53481683366733 0.1889298597194390.589156243 0.000166958041958 0.19474308617234 0.58422925851703 0.203462925851703

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.0020.0040.0060.008

0.010.0120.0140.0160.018

f(x) = 0.0135119243129938 exp( − 0.698531825626447 x )

grafik Kf pada pipa lurus 3.62 m

V(m/s)

Kf

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.05

0.1

0.15

0.2

0.25

0.3f(x) = 0.00356100169909815 exp( 7.76484549299826 x )

grafik Efisiensi pompa terhadap kecepatan aliran fluida

v(m/s)

efisi

ensi

pom

pa(%

)

per kecepatan000000

#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!

HLrata-rata (j/kg)

per kecepatan0.31100761523046 1.926907082614830.51156392785571 1.795800734991070.79059879759519 2.341198859823350.95627575150301 2.565887224776751.16264529058116 2.843900139478961.35738837675351 3.005927184545261.57247775551102 3.168055577799981.84279278557114 3.42220656872417

HLrata-rata (j/kg)

1.95905731462926 3.571871046778592.11601442885772 3.59160146998214rata-rata headloss= 2.82333558895151

t1 (sekon) t2 (sekon) trata-rata(s) Q(m³/s)0.00095 21.6 19.94 20.77 0.000045739

0.000955 11.19 12.47 11.83 0.0000807270.000945 10.11 9.64 9.875 0.0000569620.00095 9.03 8.96 8.995 0.0001056140.00095 8.2 8.2 8.2 0.0001158540.00097 7.76 7.4 7.58 0.0001279680.00096 7.05 6.6 6.825 0.0001406590.00094 6.44 5.88 6.16 0.000152597

0.000945 6.33 5.83 6.08 0.0001554280.000955 5.85 5.59 5.72 0.000166958

(ln Δh)2 n c lnK K21.2075924419136 10 0.52724492131472 -7.46611302217398 0.00057214815.303923994999112.295948287257110.36116157592098.974411854812967.915279861180227.071663944027726.379305184679225.798202054225845.3018981104784

100.609387309495

Vrata-rata(m³)

D µ Nre tipe aliran0.019 0.000894 3423.3939084019 turbulen0.019 0.000894 6042.10671895891 turbulen0.019 0.000894 7162.49726275759 turbulen0.019 0.000894 7904.82395525375 turbulen0.019 0.000894 8671.20627774482 turbulen0.019 0.000894 9577.94399849775 turbulen0.019 0.000894 10527.8173616205 turbulen0.019 0.000894 11421.335951616 turbulen0.019 0.000894 11633.1678404163 turbulen0.019 0.000894 12496.175259665 turbulen

998

v (m/s) ΔP (Pa) HL,pipa 0.165m(j/kg)0.16140249731628 31.9088 0.031972745490982 0.00708486973947896 0.015804709

0.284866754917691 52.2144 0.0523190380761523 0.0111722945891784 0.0257053610.337689724338429 84.1232 0.0842917835671343 0.0188021543086172 0.0246153810.372688145554101 87.024 0.0871983967935872 0.0228895791583166 0.0664887780.408820715763309 101.528 0.101731462925852 0.0303831913827655 0.056542710.451570611468041 110.2304 0.11045130260521 0.034061873747495 0.0805676850.496354220086951 124.7344 0.124984368737475 0.0415554859719439 0.0793414580.538480874419615 145.04 0.145330661322645 0.0483678607214429 0.074527380.548468096684537 153.7424 0.154050501002004 0.0506840681362726 0.0855634270.589156243125225 194.3536 0.194743086172345 0.0531365230460922 0.061856363

v (m/s) ΔP (Pa) HL,pipa 0.17m(j/kg) HL,belokan0.16140249731628 87.024 0.0871983967935872 0.00729956276188741 0.079898834

0.284866754917691 153.7424 0.154050501002004 0.0115108489706686 0.1425396520.337689724338429 214.6592 0.215089378757515 0.0193719165603935 0.1957174620.372688145554101 249.4688 0.24996873747495 0.0235832027691747 0.2263855350.408820715763309 284.2784 0.284848096192385 0.0313038941519403 0.2535442020.451570611468041 362.6 0.363326653306613 0.0350940517398433 0.3282326020.496354220086951 397.4096 0.398206012024048 0.0428147431226089 0.355391269

ρ air

HLtotal (j/kg) HL,kerangan

HLtotal (j/kg)

0.538480874419615 493.136 0.494124248496994 0.0498335534705775 0.4442906950.548468096684537 533.7472 0.534816833667335 0.0522199489888869 0.4825968850.589156243125225 583.0608 0.584229258517034 0.0547467207141556 0.529482538

v (m/s) ΔP (Pa)0.16140249731628 40.6112 0.0406925851703407

0.284866754917691 66.7184 0.06685210420841680.337689724338429 89.9248 0.09010501002004010.372688145554101 130.536 0.1307975951903810.408820715763309 127.6352 0.1278909819639280.451570611468041 156.6432 0.1569571142284570.496354220086951 162.4448 0.1627703406813630.538480874419615 171.1472 0.1714901803607210.548468096684537 188.552 0.1889298597194390.589156243125225 203.056 0.203462925851703

v (m/s) ΔP (Pa)0.16140249731628 150.8416 0.151143887775551

0.284866754917691 237.8656 0.2383422845691380.337689724338429 400.3104 0.4011126252505010.372688145554101 487.3344 0.4883110220440880.408820715763309 646.8784 0.6481747494989980.451570611468041 725.2 0.7266533066132270.496354220086951 884.744 0.8865170340681360.538480874419615 1029.784 1.031847695390780.548468096684537 1079.0976 1.081260120240480.589156243125225 1131.312 1.13357915831663

v (m/s) ΔP (Pa) HL,pipa 3.69m(j/kg)0.16140249731628 945.6608 0.947555911823647 0.158443450537439

0.284866754917691 725.2 0.726653306613227 0.2498531335398070.337689724338429 783.216 0.784785571142285 0.4204845418108950.372688145554101 855.736 0.857450901803607 0.5118942248132630.408820715763309 1035.5856 1.03766092184369 0.6794786436509380.451570611468041 1134.2128 1.13648577154309 0.761747358353070.496354220086951 1270.5504 1.27309659318637 0.9293317771907450.538480874419615 1438.7968 1.44168016032064 1.081681248861360.548468096684537 1604.1424 1.60735711422846 1.13348006922937

HLtotal (j/kg)

HLtotal (j/kg)

HLtotal (j/kg)

0.589156243125225 1763.6864 1.76722084168337 1.18832587903079

HL,belokan(j/kg) HL,pipa 3.69m(j/kg)0.0798988340316998 0.040692585170341 0.1584434505374390.142539652031335 0.066852104208417 0.2498531335398070.195717462197122 0.09010501002004 0.4204845418108950.226385534705775 0.130797595190381 0.5118942248132630.253544202040445 0.127890981963928 0.6794786436509380.32823260156677 0.156957114228457 0.76174735835307

0.355391268901439 0.162770340681363 0.9293317771907450.444290695026417 0.171490180360721 1.081681248861360.482596884678448 0.188929859719439 1.133480069229370.529482537802879 0.203462925851703 1.18832587903079

HL,sambungan (j/kg)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.01

0.02

0.03

0.04

0.05

0.06f(x) = 0.0033547836065904 exp( 5.03094134196554 x )


V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.010.020.030.040.050.060.070.080.09

f(x) = 0.0095068400882396 exp( 3.95522120885134 x )


V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.20.40.60.8

11.21.4

f(x) = 0.0728185382842269 exp( 5.03094134196554 x )


v(m/s)

HL(

j/kg

)

Kf,belokan Kf,pipa 3.69 m 0.0970154236.13408708231635 3.12409891914582 0.0159613207978149 0.0278263813.51303238456475 1.64763701688311 0.00808009186959639 0.0281121293.43260539176074 1.58031347712823 0.00967674681457276 0.0254589643.2597741476132 1.88338278735749 0.00967172872249537 0.0256020283.0340161686039 1.53039708253826 0.0106690329756529 0.021297625

3.21929200234243 1.53942899070503 0.00980335323865613 0.0195655862.88504978848549 1.32136205373326 0.00989925211166066 0.0178355173.06447898737393 1.18284731176994 0.00978979889275565 0.0176871163.20857184710006 1.25611053079272 0.00988840354454491 0.0149603363.05084869177312 1.17234196945338 0.00898441122231034 0.029536111

Kf,sambungan

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.010.020.030.040.050.060.070.080.09

f(x) = 0.0095068400882396 exp( 3.95522120885134 x )


V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.05

0.1

0.15

0.2

0.25

f(x) = 0.0253190478192903 exp( 3.73993799062666 x )

Grafik headloss pada sambungan

V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.0020.0040.0060.008

0.010.0120.0140.0160.018

f(x) = 0.0132556005455387 exp( − 0.698531825626445 x )


V(m/s)

Kf

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.0020.0040.0060.008

0.010.0120.0140.0160.018

f(x) = 0.0132556005455387 exp( − 0.698531825626445 x )


V(m/s)

Kf

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.2

0.4

0.6

0.8

1

1.2

1.4

f(x) = 1.34439347727181 exp( − 1.77425195874065 x )

Grafik Kf pada kerangan

V(m/s)

Kf

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.5

1

1.5

2

2.5

3

3.5

f(x) = 3.58044969969511 exp( − 1.98953517696533 x )

grafik Kf pada sambungan

V(m/s)

Kf

HLtotal (j/kg) HLgabungan (j/kg) m Wp efisiensi sistem D-E sistem (A-E), Ws (kg/s) (j/kg) pompa(%)

0.151143887775551 0.311007615230461 0.045647522 2738.37427582597 0.0113573820.238342284569138 0.511563927855711 0.080565546 1551.53171803739 0.0329715420.401112625250501 0.790598797595191 0.056848076 2198.84310596545 0.0359552160.488311022044088 0.956275751503006 0.105403001667593 1185.92448054003 0.0806354680.648174749498998 1.16264529058116 0.115621951219512 1081.10958759625 0.1075418540.726653306613227 1.35738837675351 0.127712401055409 978.761647005351 0.1386842630.886517034068136 1.57247775551102 0.140378021978022 890.452780561122 0.1765930541.03184769539078 1.84279278557114 0.152292207792208 820.790517204622 0.2245143851.08126012024048 1.95905731462926 0.15511677631579 805.844493219243 0.2431061241.13357915831663 2.11601442885772 0.166624125874126 750.191482441322 0.282063244

∑ 1.333422531

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.05

0.1

0.15

0.2

0.25

0.3f(x) = 0.00356100169909815 exp( 7.76484549299826 x )

grafik Efisiensi pompa terhadap kecepatan aliran fluida

v(m/s)

efisi

ensi

pom

pa(%

)

HLrata-rata (j/kg)per kecepatan

1.926907082614831.795800734991072.341198859823352.565887224776752.843900139478963.005927184545263.168055577799983.422206568724173.571871046778593.591601469982142.82333558895151

Q hitung(m³/s) Q hitung(m³/s)0.000046759 0.0000504680.000067672 0.0000727330.000083693 0.0000900690.000095776 0.000104821783151350.000104875 0.0001179089726961220.000111944 0.0001298059994344390.000117937 0.0001407965846753020.000123808 0.0001510664695208540.000130511 0.00016074519038514

0.000139 0.000169927391945961

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.05

0.1

0.15

0.2

0.25

f(x) = 0.0184691526777289 exp( 3.96390427683654 x )

Grafik Headloss sistem A-B

V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.1

0.2

0.3

0.4

0.5

0.6

0.7

f(x) = 0.0445671316151619 exp( 4.49149821964171 x )

Grafik Headloss sistem B-C

V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.1

0.2

0.3

0.4

0.5

0.6

0.7

f(x) = 0.0445671316151619 exp( 4.49149821964171 x )


V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.05

0.1

0.15

0.2

0.25

f(x) = 0.0253190478192903 exp( 3.73993799062666 x )

Grafik Headloss sistem C-D

V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.2

0.4

0.6

0.8

1

1.2f(x) = 0.0694637546776365 exp( 5.03094134196554 x )

Grafik Headloss sistem D-E

V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.20.40.60.8

11.21.41.61.8

2

f(x) = 0.496180964485439 exp( 1.92266602301713 x )

Grafik Headloss sistem B-E

V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.20.40.60.8

11.21.41.61.8

2

f(x) = 0.496180964485439 exp( 1.92266602301713 x )


V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.20.40.60.8

11.21.4

f(x) = 0.0728185382842269 exp( 5.03094134196554 x )


v(m/s)

HL(

j/kg

)

0.09701542277691 0.0970154227769073 7.5177133277 38.00490812912 19.3559520.04911207153436 0.0491120715343594 3.9251830215 21.76566312776 10.208250.05881679186909 0.0588167918690905 2.674795676 21.26736233228 9.7911340.05878629111476 0.0587862911147615 5.9316693741 20.1965533484 11.6688580.06484806350709 0.0648480635070895 4.1920898264 18.79782666967 9.48186740.05958632566359 0.0595863256635872 4.8958634063 19.94573848528 9.53782630.06016921412415 0.0601692141241485 3.9905842548 17.87487700907 8.1867510.05950394021349 0.0595039402134947 3.1848943656 18.98656488176 7.32855640.06010327482385 0.0601032748238494 3.5245621603 19.87931971593 7.78247270.0546086670505 0.0546086670504957 2.2082241559 18.90211578198 7.2634686

0.06225500626778 0.0622550062677784 4.2045579569 21.56209294813 10.060514

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.05

0.1

0.15

0.2

0.25

f(x) = 0.0184691526777289 exp( 3.96390427683654 x )

Grafik Headloss sistem A-B

V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.1

0.2

0.3

0.4

0.5

0.6

0.7

f(x) = 0.0445671316151619 exp( 4.49149821964171 x )


V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.1

0.2

0.3

0.4

0.5

0.6

0.7

f(x) = 0.0445671316151619 exp( 4.49149821964171 x )


V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.05

0.1

0.15

0.2

0.25

f(x) = 0.0253190478192903 exp( 3.73993799062666 x )

Grafik Headloss sistem C-D

V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.2

0.4

0.6

0.8

1

1.2f(x) = 0.0694637546776365 exp( 5.03094134196554 x )

Grafik Headloss sistem D-E

V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.20.40.60.8

11.21.41.61.8

2

f(x) = 0.496180964485439 exp( 1.92266602301713 x )


V(m/s)

HL(

j/kg

)

0.1 0.2 0.3 0.4 0.5 0.6 0.70

0.20.40.60.8

11.21.41.61.8

2

f(x) = 0.496180964485439 exp( 1.92266602301713 x )


V(m/s)

HL(

j/kg

)

∆h(cmHg) ∆h(mHg) Q(m³/s) Q hitung(m³/s)1 0.01 0.000045739 5.0468E-052 0.02 0.000080727 7.2733E-053 0.03 0.000056962 9.0069E-054 0.04 0.00010561423013 0.000104825 0.05 0.00011585365854 0.000117916 0.06 0.00012796833773 0.000129817 0.07 0.00014065934066 0.00014088 0.08 0.0001525974026 0.000151079 0.09 0.00015542763158 0.00016075

10 0.1 0.00016695804196 0.00016993

∆h(cmHg) v (m/s)1 0.1614024973 0.031972745490982 0.2848667549 0.052319038076153 0.3376897243 0.084291783567134 0.3726881456 0.087198396793595 0.4088207158 0.101731462925856 0.4515706115 0.110451302605217 0.4963542201 0.124984368737478 0.5384808744 0.145330661322659 0.5484680967 0.154050501002

10 0.5891562431 0.19474308617234

∆h(cmHg) v (m/s)1 0.1614024973 0.087198396793592 0.2848667549 0.1540505010023 0.3376897243 0.215089378757524 0.3726881456 0.249968737474955 0.4088207158 0.284848096192386 0.4515706115 0.363326653306617 0.4963542201 0.398206012024058 0.5384808744 0.494124248496999 0.5484680967 0.53481683366733

10 0.5891562431 0.58422925851703

∆h(cmHg) v (m/s)1 0.1614024973 0.040692585170342 0.2848667549 0.066852104208423 0.3376897243 0.090105010020044 0.3726881456 0.13079759519038

HLtotal (j/kg)

HLtotal (j/kg)

HLtotal (j/kg)

5 0.4088207158 0.127890981963936 0.4515706115 0.156957114228467 0.4963542201 0.162770340681368 0.5384808744 0.171490180360729 0.5484680967 0.18892985971944

10 0.5891562431 0.2034629258517

∆h(cmHg) v (m/s)1 0.1614024973 0.151143887775552 0.2848667549 0.238342284569143 0.3376897243 0.40111262525054 0.3726881456 0.488311022044095 0.4088207158 0.6481747494996 0.4515706115 0.726653306613237 0.4963542201 0.886517034068148 0.5384808744 1.031847695390789 0.5484680967 1.08126012024048

10 0.5891562431 1.13357915831663

∆h(cmHg) v (m/s)1 0.1614024973 0.947555911823652 0.2848667549 0.726653306613233 0.3376897243 0.784785571142284 0.3726881456 0.857450901803615 0.4088207158 1.037660921843696 0.4515706115 1.136485771543097 0.4963542201 1.273096593186378 0.5384808744 1.441680160320649 0.5484680967 1.60735711422846

10 0.5891562431 1.76722084168337

∆h(mHg) v (m/s) HL,pipa 0.165m(j/kg)0.01 0.1614024973 0.007084869739480.02 0.2848667549 0.011172294589180.03 0.3376897243 0.018802154308620.04 0.3726881456 0.022889579158320.05 0.4088207158 0.030383191382770.06 0.4515706115 0.034061873747490.07 0.4963542201 0.041555485971940.08 0.5384808744 0.048367860721440.09 0.5484680967 0.050684068136270.1 0.5891562431 0.05313652304609

HLtotal (j/kg)

HLtotal (j/kg)



∆h(mHg) v (m/s) HL,kerangan0.01 0.1614024973 0.015804709418840.02 0.2848667549 0.025705360721440.03 0.3376897243 0.024615380761520.04 0.3726881456 0.066488777555110.05 0.4088207158 0.056542710420840.06 0.4515706115 0.080567685370740.07 0.4963542201 0.079341457915830.08 0.5384808744 0.074527379759520.09 0.5484680967 0.085563426853710.1 0.5891562431 0.06185636272545

∆h(mHg) v (m/s) HL,belokan(j/kg)0.01 0.1614024973 0.07989883403170.02 0.2848667549 0.142539652031340.03 0.3376897243 0.19571746219712

0.04 0.3726881456 0.226385534705780.05 0.4088207158 0.253544202040440.06 0.4515706115 0.328232601566770.07 0.4963542201 0.355391268901440.08 0.5384808744 0.444290695026420.09 0.5484680967 0.482596884678450.1 0.5891562431 0.52948253780288

∆h(mHg) v (m/s) HL,sambungan (j/kg)0.01 0.1614024973 0.040692585170340.02 0.2848667549 0.066852104208420.03 0.3376897243 0.090105010020040.04 0.3726881456 0.130797595190380.05 0.4088207158 0.127890981963930.06 0.4515706115 0.156957114228460.07 0.4963542201 0.162770340681360.08 0.5384808744 0.171490180360720.09 0.5484680967 0.188929859719440.1 0.5891562431 0.2034629258517

∆h(mHg) v (m/s) Kf,pipa 0.165m0.01 0.1614024973 0.015658531514390.02 0.2848667549 0.007926810994020.03 0.3376897243 0.00949317709180.04 0.3726881456 0.009488254193880.05 0.4088207158 0.010466639396170.06 0.4515706115 0.0096173817680.07 0.4963542201 0.00971146142120.08 0.5384808744 0.009604084550620.09 0.5484680967 0.009700818653460.1 0.5891562431 0.00881397523706

∆h(mHg) v (m/s) Kf,pipa 0.17m0.01 0.1614024973 0.015658531514390.02 0.2848667549 0.007926810994020.03 0.3376897243 0.00949317709180.04 0.3726881456 0.009488254193880.05 0.4088207158 0.010466639396170.06 0.4515706115 0.0096173817680.07 0.4963542201 0.00971146142120.08 0.5384808744 0.00960408455062

0.09 0.5484680967 0.009700818653460.1 0.5891562431 0.00881397523706

∆h(mHg) v (m/s) Kf,pipa 3.52m0.01 0.1614024973 0.015658531514390.02 0.2848667549 0.007926810994020.03 0.3376897243 0.00949317709180.04 0.3726881456 0.009488254193880.05 0.4088207158 0.010466639396170.06 0.4515706115 0.0096173817680.07 0.4963542201 0.00971146142120.08 0.5384808744 0.009604084550620.09 0.5484680967 0.009700818653460.1 0.5891562431 0.00881397523706

∆h(mHg) v (m/s) Kf,kerangan0.01 0.1614024973 1.213377705203960.02 0.2848667549 0.633534342089570.03 0.3376897243 0.431718701917090.04 0.3726881456 0.957386250240060.05 0.4088207158 0.676613766960270.06 0.4515706115 0.790204580298240.07 0.4963542201 0.644090264473220.08 0.5384808744 0.514049904294090.09 0.5484680967 0.568873134618620.1 0.5891562431 0.35641289339185

∆h(mHg) v (m/s) Kf,belokan0.01 0.1614024973 6.134087082316350.02 0.2848667549 3.513032384564750.03 0.3376897243 3.432605391760740.04 0.3726881456 3.25977414761320.05 0.4088207158 3.03401616860390.06 0.4515706115 3.219292002342430.07 0.4963542201 2.885049788485490.08 0.5384808744 3.064478987373930.09 0.5484680967 3.208571847100060.1 0.5891562431 3.05084869177312

∆h(mHg) v (m/s) Kf,sambungan 0.01 0.1614024973 3.12409891914582

0.02 0.2848667549 1.647637016883110.03 0.3376897243 1.580313477128230.04 0.3726881456 1.883382787357490.05 0.4088207158 1.530397082538260.06 0.4515706115 1.539428990705030.07 0.4963542201 1.321362053733260.08 0.5384808744 1.182847311769940.09 0.5484680967 1.256110530792720.1 0.5891562431 1.17234196945338

∆h(mHg) v(m/s) Nre tipe aliran0.01 0.1614024973 3423.3939084019 turbulen0.02 0.2848667549 6042.10671895891 turbulen0.03 0.3376897243 7162.49726275759 turbulen0.04 0.3726881456 7904.82395525375 turbulen0.05 0.4088207158 8671.20627774482 turbulen0.06 0.4515706115 9577.94399849775 turbulen0.07 0.4963542201 10527.8173616205 turbulen0.08 0.5384808744 11421.335951616 turbulen0.09 0.5484680967 11633.1678404163 turbulen0.1 0.5891562431 12496.175259665 turbulen

∆h(mHg) Vrata-rata(ml) trata-rata(s) Q(m³/s) Q hitung(m³/s)0.01 950 20.77 4.5739E-05 5.0468E-050.02 955 11.83 8.0727E-05 7.2733E-050.03 945 9.875 5.6962E-05 9.0069E-050.04 950 8.995 0.00010561 0.00010480.05 950 8.2 0.00011585 0.00011790.06 970 7.58 0.00012797 0.00012980.07 960 6.825 0.00014066 0.00014080.08 940 6.16 0.0001526 0.00015110.09 945 6.08 0.00015543 0.00016070.1 955 5.72 0.00016696 0.0001699

∆h(mHg) A(m2) v(m/s) Nre tipe aliran0.01 0.000283385 0.16140249731628 3423.39391 turbulen0.02 0.000283385 0.28486675491769 6042.10672 turbulen0.03 0.000283385 0.33768972433843 7162.49726 turbulen0.04 0.000283385 0.3726881455541 7904.82396 turbulen0.05 0.000283385 0.40882071576331 8671.20628 turbulen0.06 0.000283385 0.45157061146804 9577.944 turbulen

0.07 0.000283385 0.49635422008695 10527.8174 turbulen0.08 0.000283385 0.53848087441962 11421.336 turbulen0.09 0.000283385 0.54846809668454 11633.1678 turbulen0.1 0.000283385 0.58915624312523 12496.1753 turbulen

∆h(mHg)∆hrata-rata(mCCl4) v (m/s) ΔP (Pa) HLtotal (j/kg)HL,pipa 0.165m(j/kg)HL,kerangan0.01 0.0055 0.16140249731628 31.9088 0.0319727 0.00708487 0.0158047090.02 0.009 0.28486675491769 52.2144 0.052319 0.011172295 0.0257053610.03 0.0145 0.33768972433843 84.1232 0.0842918 0.018802154 0.0246153810.04 0.015 0.3726881455541 87.024 0.0871984 0.022889579 0.0664887780.05 0.0175 0.40882071576331 101.528 0.1017315 0.030383191 0.056542710.06 0.019 0.45157061146804 110.2304 0.1104513 0.034061874 0.0805676850.07 0.0215 0.49635422008695 124.7344 0.1249844 0.041555486 0.0793414580.08 0.025 0.53848087441962 145.04 0.1453307 0.048367861 0.074527380.09 0.0265 0.54846809668454 153.7424 0.1540505 0.050684068 0.0855634270.1 0.0335 0.58915624312523 194.3536 0.1947431 0.053136523 0.061856363

∆h(mHg)∆hrata-rata(mCCl4) v (m/s) ΔP (Pa) HLtotal (j/kg)HL,pipa 0.17m( HL,belokan0.01 0.015 0.16140249731628 87.024 0.0871984 0.007299563 0.0798988340.02 0.0265 0.28486675491769 153.7424 0.1540505 0.011510849 0.1425396520.03 0.037 0.33768972433843 214.6592 0.2150894 0.019371917 0.1957174620.04 0.043 0.3726881455541 249.4688 0.2499687 0.023583203 0.2263855350.05 0.049 0.40882071576331 284.2784 0.2848481 0.031303894 0.2535442020.06 0.0625 0.45157061146804 362.6 0.3633267 0.035094052 0.3282326020.07 0.0685 0.49635422008695 397.4096 0.398206 0.042814743 0.3553912690.08 0.085 0.53848087441962 493.136 0.4941242 0.049833553 0.4442906950.09 0.092 0.54846809668454 533.7472 0.5348168 0.052219949 0.4825968850.1 0.1005 0.58915624312523 583.0608 0.5842293 0.054746721 0.529482538

∆h(mHg)∆hrata-rata(mCCl4) v (m/s) ΔP (Pa) HLtotal (j/kg)0.01 0.007 0.16140249731628 40.6112 0.04069260.02 0.0115 0.28486675491769 66.7184 0.06685210.03 0.0155 0.33768972433843 89.9248 0.0901050.04 0.0225 0.3726881455541 130.536 0.13079760.05 0.022 0.40882071576331 127.6352 0.1278910.06 0.027 0.45157061146804 156.6432 0.15695710.07 0.028 0.49635422008695 162.4448 0.16277030.08 0.0295 0.53848087441962 171.1472 0.17149020.09 0.0325 0.54846809668454 188.552 0.18892990.1 0.035 0.58915624312523 203.056 0.2034629




∆h(mHg)∆hrata-rata(mCCl4) v (m/s) ΔP (Pa) HLtotal (j/kg)0.01 0.026 0.16140249731628 150.8416 0.15114390.02 0.041 0.28486675491769 237.8656 0.23834230.03 0.069 0.33768972433843 400.3104 0.40111260.04 0.084 0.3726881455541 487.3344 0.4883110.05 0.1115 0.40882071576331 646.8784 0.6481747

0.06 0.125 0.45157061146804 725.2 0.72665330.07 0.1525 0.49635422008695 884.744 0.8865170.08 0.1775 0.53848087441962 1029.784 1.03184770.09 0.186 0.54846809668454 1079.0976 1.08126010.1 0.195 0.58915624312523 1131.312 1.1335792

v (m/s) Kf,pipa 0.165m Kf,pipa 0.17m Kf,pipa 3.52mKf,kerangan Kf,belokan Kf,sambungan 0.1614025 0.0156585315 0.01565853151439 0.01565853 1.2133777 6.134087082 3.124098919

0.28486675 0.007926811 0.00792681099402 0.00792681 0.6335343 3.513032385 1.6476370170.33768972 0.0094931771 0.0094931770918 0.00949318 0.4317187 3.432605392 1.5803134770.37268815 0.0094882542 0.00948825419388 0.00948825 0.9573863 3.259774148 1.8833827870.40882072 0.0104666394 0.01046663939617 0.01046664 0.6766138 3.034016169 1.5303970830.45157061 0.0096173818 0.009617381768 0.00961738 0.7902046 3.219292002 1.5394289910.49635422 0.0097114614 0.0097114614212 0.00971146 0.6440903 2.885049788 1.3213620540.53848087 0.0096040846 0.00960408455062 0.00960408 0.5140499 3.064478987 1.1828473120.5484681 0.0097008187 0.00970081865346 0.00970082 0.5688731 3.208571847 1.256110531

0.58915624 0.0088139752 0.00881397523706 0.00881398 0.3564129 3.050848692 1.172341969

∆h(mHg)∆hrata-rata(mCCl4) v (m/s) Kf,pipa 0.165mKf,pipa 0.17mKf,pipa 3.52mKf,pipa 3.69 m0.01 0.026 0.16140249731628 0.01565853 0.0156585 0.015658532 0.0159613210.02 0.041 0.28486675491769 0.00792681 0.0079268 0.007926811 0.0080800920.03 0.069 0.33768972433843 0.00949318 0.0094932 0.009493177 0.0096767470.04 0.084 0.3726881455541 0.00948825 0.0094883 0.009488254 0.0096717290.05 0.1115 0.40882071576331 0.01046664 0.0104666 0.010466639 0.0106690330.06 0.125 0.45157061146804 0.00961738 0.0096174 0.009617382 0.0098033530.07 0.1525 0.49635422008695 0.00971146 0.0097115 0.009711461 0.0098992520.08 0.1775 0.53848087441962 0.00960408 0.0096041 0.009604085 0.0097897990.09 0.186 0.54846809668454 0.00970082 0.0097008 0.009700819 0.0098884040.1 0.195 0.58915624312523 0.00881398 0.008814 0.008813975 0.008984411

∆h(mHg)∆hrata-rata(mCCl4) v (m/s) Kf,kerangan Kf,belokan Kf,sambungan 0.01 0.026 0.16140249731628 1.21337771 6.1340871 3.1240989190.02 0.041 0.28486675491769 0.63353434 3.5130324 1.6476370170.03 0.069 0.33768972433843 0.4317187 3.4326054 1.5803134770.04 0.084 0.3726881455541 0.95738625 3.2597741 1.8833827870.05 0.1115 0.40882071576331 0.67661377 3.0340162 1.5303970830.06 0.125 0.45157061146804 0.79020458 3.219292 1.5394289910.07 0.1525 0.49635422008695 0.64409026 2.8850498 1.3213620540.08 0.1775 0.53848087441962 0.5140499 3.064479 1.1828473120.09 0.186 0.54846809668454 0.56887313 3.2085718 1.2561105310.1 0.195 0.58915624312523 0.35641289 3.0508487 1.172341969

∆h(mHg) Q(m³/s) ln Δh lnQ ln Δh x ln Q (ln Δh)20.01 4.573905E-05 -4.60517018598809 -9.9925582 46.017431 21.207592440.02 8.072697E-05 -3.91202300542815 -9.4244379 36.868618 15.303923990.03 9.56962E-05 -3.50655789731998 -9.2543319 32.450851 12.295948290.04 0.0001056142 -3.2188758248682 -9.1557174 29.471118 10.361161580.05 0.0001158537 -2.99573227355399 -9.0631827 27.150869 8.9744118550.06 0.0001279683 -2.81341071676004 -8.9637277 25.218648 7.9152798610.07 0.0001406593 -2.65926003693278 -8.8691696 23.585428 7.0716639440.08 0.0001525974 -2.52572864430826 -8.7877075 22.195364 6.3793051850.09 0.0001554276 -2.40794560865187 -8.7693303 21.11607 5.7982020540.1 0.000166958 -2.30258509299405 -8.697768 20.027351 5.30189811

∑ -30.9472892868054 -90.977931 284.10175 100.6093873

∆h(mHg)∆hrata-rata(mCCl4) v (m/s) ΔP (Pa)HL,pipa 3.69m(j/kg)0.01 0.163 0.16140249731628 945.6608 0.15844350.02 0.125 0.28486675491769 725.2 0.24985310.03 0.135 0.33768972433843 783.216 0.42048450.04 0.1475 0.3726881455541 855.736 0.51189420.05 0.1785 0.40882071576331 1035.5856 0.67947860.06 0.1955 0.45157061146804 1134.2128 0.76174740.07 0.219 0.49635422008695 1270.5504 0.92933180.08 0.248 0.53848087441962 1438.7968 1.08168120.09 0.2765 0.54846809668454 1604.1424 1.13348010.1 0.304 0.58915624312523 1763.6864 1.1883259

∆h(mHg) v (m/s) Kf,pipa 3.69 m0.01 0.1614024973 0.015961320797810.02 0.2848667549 0.00808009186960.03 0.3376897243 0.009676746814570.04 0.3726881456 0.00967172872250.05 0.4088207158 0.010669032975650.06 0.4515706115 0.009803353238660.07 0.4963542201 0.009899252111660.08 0.5384808744 0.009789798892760.09 0.5484680967 0.009888403544540.1 0.5891562431 0.00898441122231

∆h(mHg) v (m/s) HL,pipa 3.69m(j/kg)0.01 0.1614024973 0.158443450537440.02 0.2848667549 0.249853133539810.03 0.3376897243 0.420484541810890.04 0.3726881456 0.511894224813260.05 0.4088207158 0.67947864365094

0.06 0.4515706115 0.761747358353070.07 0.4963542201 0.929331777190750.08 0.5384808744 1.081681248861360.09 0.5484680967 1.133480069229370.1 0.5891562431 1.18832587903079

v Q HLgabungan (j/kg) m Wp efisiensi (m/s) (m³/s) sistem (A-E), Ws (kg/s) (j/kg) pompa(%)

0.1614025 0.0000457 0.31100761523046 0.04564752 2738.3743 0.0113573820.28486675 0.0000807 0.51156392785571 0.08056555 1551.5317 0.0329715420.33768972 0.000056962 0.79059879759519 0.05684808 2198.8431 0.0359552160.37268815 0.0001056142 0.95627575150301 0.105403 1185.9245 0.0806354680.40882072 0.0001158537 1.16264529058116 0.11562195 1081.1096 0.1075418540.45157061 0.0001279683 1.35738837675351 0.1277124 978.76165 0.1386842630.49635422 0.0001406593 1.57247775551102 0.14037802 890.45278 0.1765930540.53848087 0.0001525974 1.84279278557114 0.15229221 820.79052 0.2245143850.5484681 0.0001554276 1.95905731462926 0.15511678 805.84449 0.243106124

0.58915624 0.000166958 2.11601442885772 0.16662413 750.19148 0.282063244∑ 1.333422531

∆h(mHg) m efisiensi (mHg) (kg/s) pompa(%)0.01 0.045647522 0.011357381566720.02 0.080565546 0.032971541729280.03 0.056848076 0.035955216424960.04 0.1054030017 0.080635467704280.05 0.1156219512 0.107541853658540.06 0.1277124011 0.138684263007920.07 0.140378022 0.176593053538460.08 0.1522922078 0.224514385454550.09 0.1551167763 0.243106124210530.1 0.1666241259 0.28206324363636

∆hrata-rata(mCCl4)0.00550.009

0.01450.015

0.01750.019

0.02150.025

0.02650.0335

∆hrata-rata(cmCCl4)1.5

2.653.74.34.9

6.256.858.59.2

10.05

Kf,sambungan

Kf,pipa 3.69 m HL,pipa 3.69m(j/kg)0.1584430.2498530.4204850.5118940.6794790.7617470.9293321.0816811.13348

1.188326

Date post:	26-Jul-2015
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Perhitungan Aliran fluida

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