topic6-4 duct calculations by chart - khon kaen university

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Data: 1. pipe line diagram 2.Q main & all Q branch (m 3 /s or cfm) Topic6-4 Duct Calculations by Chart Step 1. Select air velocity: V main (m/s or fpm) [cost, noise, install, mainten] building; V main 4 – 12 m/s (800 – 2400 fpm), V brance 2.5 – 10 m/s (500 – 2000 fpm) Industrial; V main 12–25 m/s (2400 – 5000 fpm), V brance 10–20 m/s (2000 – 4000 fpm) Step 2. Main duct Graph p L (Q,V,D) Known (Q,V) -- find p L ,D Step 3. Branch ducts Graph p L (Q,V,D) Known (Q,p L ) – find D,V Step 4. Conversion round - ab ducts Graph D(a,b) Select b(D) – find a

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Page 1: Topic6-4 Duct Calculations by Chart - Khon Kaen University

Data: 1. pipe line diagram 2.Qmain & all Qbranch (m3/s or cfm)

Topic6-4 Duct Calculations by Chart

Step 1. Select air velocity: Vmain (m/s or fpm) [cost, noise, install, mainten]building; Vmain 4 – 12 m/s (800 – 2400 fpm), Vbrance 2.5 – 10 m/s (500 – 2000 fpm)

Industrial; Vmain 12–25 m/s (2400 – 5000 fpm), Vbrance 10–20 m/s (2000 – 4000 fpm)

Step 2. Main ductGraph pL(Q,V,D) → Known (Q,V) -- find pL,D

Step 3. Branch ductsGraph pL(Q,V,D) → Known (Q,pL) – find D,V

Step 4. Conversion

round - ab ductsGraph D(a,b) →Select b(D) – find a

Page 2: Topic6-4 Duct Calculations by Chart - Khon Kaen University

Pressure drop; straight circular duct

Pressure drop in straight ducts

2

2V

D

Lfp =

p = pressure drop, Paf = friction factor, f(Re,/D)L = length, mD = inside diameter (ID) of duct, m = roughness of tube surface, mV = velocity of fluid, m/s = density of fluid, kg/m3

Re = Reynolds number, VD/ = viscosity, Pas [ = / , m2/s]

1. Eck’s formula, 1973 f = [-2log{/(3.715D)+15/Re}]-2

Modified formula (explicit)

Colebrook’s formula, 1939 (implicit) Moody’s chart - turbulent flow f = [-2log{/(3.7D)+2.51/(Ref 0.5)}]-2

2. Smamee&Jain’s formula, 1976f = 0.25[log{/(3.7D)+5.74/Re0.9}]-2

3. Haaland’s formula, 1983f = [-1.8log{(/(3.7D))1.11+6.9/Re}]-2

Page 3: Topic6-4 Duct Calculations by Chart - Khon Kaen University

Data: 1. pipe line diagram 2.Qmain & all Qbranch (m3/s)

Duct Calculations by equations

Step 1. Select air velocity: Vmain (m/s) [cost, noise, install, maintenance]building; Vmain 4 – 12 m/s, Vbrance 2.5 – 10 m/s

Industrial; Vmain 12–25 m/s, Vbrance 10–20 m/s

Step 2. Dmain (m) = (4Qmain/Vmain)0.5 → Dm(Q,V)

Step 3. fm = 0.25[log{/3.7D+5.74/Re0.9}]-2, Re = VD/

Air 20C; = 1.2041 kg/m3, = 18.178E-6 Pas, sheet metal = 15E-5 mfm = 0.25[log{1/(24667D)+1/(3802.7(VD)0.9)}]-2 → fm(V,D)

Step 4. pL (pa/m) = fmV2/(2D) = fmV2/(1.661D) → pL(f,V,D)

Step 5. Find fb for each branch Qb by solve implicit eq.fb = 0.25[log{(pL/fbQb

2)0.2/24547 +(fb/pLQb3)0.18/4747}]-2 → fb(f,Q,pL)

Step 6. Db = (fbQb2/(1.0246pL))

0.2 → Db(f,Q,pL)

Step 7. Vb = 4Qb/(Db2)→ Vb(D,Q) check for appropriate, noise etc.

Step 8. Deq,f = 1.265(ab)0.6/(a+b)0.2 → D(a,b)

SI unit:

D (m), V (m/s),

Q (m3/s), pL(Pa/m)

Page 4: Topic6-4 Duct Calculations by Chart - Khon Kaen University

4

Duct A

branch

elbow

Duct B 3 m3/s

Duct C

Ex1. A two-branch duct system of rectangular air duct with the duct height not greater than 40 cm. is shown. The fittings have the following equivalent length of straight duct: upstream to branch, 4 m; elbows, 2 m. There is negligible pressure loss in the straight-through section of the branch. The designer selects 10 m/s as the velocity in the duct section A. in the 12- and 15-m straight sections. What diameter and ab of duct A, B and C should be selected to use the available pressure without dampering (equal-friction method)? Show calculations and fill in the table.

1 m3/s

8 m

Data: 1. PLD

2.Qmain & all Qbranch

Step 1. Vmain = 10 m/s (large building)

Page 5: Topic6-4 Duct Calculations by Chart - Khon Kaen University

Pressure drop in straight, circular, sheet-metal ducts, 20 C air, absolute roughness 0.00015 m.

Graph p/L & Q @D, V

Step 2.Known (Q, D) -- find p, V

QA = 4 m3/sVA = 10 m/s

pL = 1.4-1.5 Pa/m

DA = 0.7-0.72 m

Step 3.QB = 3 m3/sDB = 0.63-0.64 mVB = 9.2-9.4 m/s

Step 3.QC = 1 m3/sDC = 0.41-0.42 mVC = 7.1-7.2 m/s

Step 4.DA = 0.7 mbA = 40 cmaA = 110 cm

0.7-0.72 1.4-1.5

1.4-1.5

1.4-1.5

0.63-0.649.2-9.4

0.41-0.427.1-7.2

110

90

36

Page 6: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Step 3. fm = 0.25[log{/3.7D+5.74/Re0.9}]-2, Re = VD/

Air 20C; = 1.2041 kg/m3, = 18.178E-6 Pas, sheet metal = 15E-5 mfm = 0.25[log{1/(24667D)+1/(3802.7(VD)0.9)}]-2 → fm(V,D)

Step 4. pL (pa/m) = fmV2/(2D) = fmV2/(1.661D) → pL(f,V,D)

Step 5. Find fb for each branch Qb by solve implicit eq.fb = 0.25[log{(pL/fbQb

2)0.2/24547+(fb/pL)0.18/(4747Qb

0.54)}]-2 → fb(f,Q,pL)

Step 6. Db = (fbQb2/(1.0246pL))

0.2 → Db(f,Q,pL)

Step 7. Vb = 4Qb/(Db2) → Vb(D,Q) check for appropriate, noise etc.

Step 2. Dmain (m) = (4Qmain/Vmain)0.5 → Dm(Q,V)

0.714

Step 8. Deq,f = 1.265(ab)0.6/(a+b)0.2 → D(a,b)

113 470700 0.0157 1.32 15.9

1.32

1.32

0.0161395500400.64 900.329.3

0.0182

19.8

17.21997000.42 40 370.147.1

35.7

41

Page 7: Topic6-4 Duct Calculations by Chart - Khon Kaen University

Data: 1. pipe line diagram 2.Qmain & all Qbranch (cfm)

Duct Calculations by equations

Step 1. Select air velocity: Vmain (fpm) [cost, noise, install, maintenance]building; Vmain 800 – 2400 fpm, Vbrance 500 – 2000 fpm

Industrial; Vmain 2400 – 5000 fpm, Vbrance 2000 – 4000 fpm

Step 2. Dmain (in) = 12(4Qmain/Vmain)0.5 → Dm(Q,V)

Step 3. fm = 0.25[log{/3.7D+5.74/Re0.9}]-2, Re = VD/fm = 0.25[log{0.001596/D+0.86118/(VD)0.9}]-2 → fm(V,D)

Step 4. pL (in.wt/100 ft) =100fm(V/4009)2(12/D) =fm(V/401)212/D) →pL(f,V,D) Hw = (V/4009)2 = (V/60)2/(2gw/a) = V2 /(602*2*32.2/*(62.4/(12* 0.075))

Step 5. Find fb for each branch Qb by solve implicit eq.fb = 0.25[log{0.001328(pL/fbQb

2)0.2 +0.009334(fb/pLQb3)0.18}]-2 → fb(f,Q,pL)

Step 6. Db = 1.20255(fbQb2/pL)

0.2 → Db(f,Q,pL)

Step 7. Vb = 4Qb(12/Db)2/→ Vb(D,Q) check for appropriate, noise etc.

Step 8. Deq,f = 1.265(ab)0.6/(a+b)0.2 → D(a,b)

British unit:

D (in), V (fpm),

Q (cfm),

pL (in.wt/100 ft)

Page 8: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Sample 18-8 (N.C. Harris, Modern Air Conditioning Practice). Size the simple duct system shown as below if the duct is for general office space and the maximum duct depth possible is 16 in. Each diffuser has a friction loss (pdiff) of 0.04 in.wg. Find the total static-pressure loss for the system.

Data: 1. PLD 2.Qmain & all Qbranch

3. hloss 0.04 in.wg. Of each diffuser

Find duct sizes and PL (in.wg.)

Step 1. Select Vmain = 2000 fpm (office) Step 2. Dmain (in) = 12(4Qmain/Vmain)0.5 → Dm(Q,V)

Step 3. fm = 0.25[log{0.001596/D+0.86118/(VD)0.9}]-2 → fm(V,D)

Step 4. pL (in.wt/100 ft) = fm(V/401)212/D) → pL(f,V,D)

Page 9: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Sample 18-8 1. PLD 2.Qmain & all Qbranch 3. hloss 0.04 in.wg. Of each diffuser

Find duct sizes and PL (in.wg.)

Step 5. Find fb by solve implicit eq. F(fb) = 0F(fb) = fb - 0.25[log{0.001328(pL/fbQb

2)0.2 +0.009334(fb/pLQb3)0.18}]-2 = 0 → fb(f,Q,pL)

Step 6. Db = 1.20255(fbQb2/pL)

0.2 → Db(f,Q,pL)

Step 7. Vb = 4Qb(12/Db)2/ → Vb(D,Q)

Step 8. Deq,f = 1.265(ab)0.6/(a+b)0.2 → D(a,b)

total static-pressure loss = sum of equivalent lengthpL (in.wt/100 ft)

Page 10: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Sample 18-8 1. PLD 2.Qmain & all Qbranch 3. hloss 0.04 in.wg. Of each diffuser

Find duct sizes and PL (in.wg.)

total static-pressure loss in ft = sum of duct length and equivalent length = Ltotal

total static-pressure loss in ft =pL (in.wt/100 ft)*Ltotal/100

Leq, diffuser = no of diffuser*pL (in.wt/100 ft)*100/pdiff

total static-pressure loss in ft = sum of Lduct + Leq

total static-pressure loss in ft =pL (in.wt/100 ft)*Ltotal/100

Page 11: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Frictional Losses in Rectangular Ducts (Ch.18, N. C. Harris, Modern AC practice)

Rectangular Ducts: Aspect ratio < 8:1Dhydralic = 1.265(ab)3/5/(a+b)1/5 by laboratory studies

[But W.F. Stoecker R&A: Deq,f = 1.3(ab)0.625/(a+b)0.25]

V (fpm) & Hw (in. of water)v (fps) = (2gha)

0.5

ha = f (L/D)(V2/2g)ha = velocity pressure head, ftaha = wHw/12ha = 62.4Hw/(12a)ha = 5.2Hw/a

V/60 = (2g* 5.2Hw/a)0.5

g = 32.2 ft/s2, a = 0.075 lb/ft3

V = 4005Hw0.5

Supply air: Qs = qS /1.23(ts – ti)qS (W), t (C)

cfm = qS /1.08(ts – ti)qS (Btu/h), t (F)

Page 12: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Prob:

Static-Pressure Losses in Duct Fitting

Page 13: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Assume: low noise – specify V = 1300 fpm

Page 14: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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IJ:100 cfm

HI:700 cfm

GH:1300 cfm

FG:1900 cfm

AF:2200 cfm

1. Select V = 1300 fpm2. Given Qs = 3200 cfm at main duct and Qs or all duct sections3. Find ff = (Qs, V)

CD:200 cfmCE:200 cfm

BC:400 cfm

AB:1000 cfm

A:3200 cfm

Page 15: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Use ff = 0.1 in. water per 100 ftin duct size calculation by equal-friction method

Fig. 18-15 Friction-loss chart for low-velocity straight ducts.

V = 1300 fpmQs = 3200 cfmff = 0.1 in. water per 100 ftof straight duct

Dh = 21.5 inA 3200 cfm, 22”, 1300 fpm

AF 2200 cfm, 18”, 1200 fpm

FG 1900 cfm, 17”, 1100 fpm

GH 1300 cfm, 15”, 1000 fpm

HI 700 cfm, 12” , 900 fpm

IJ 100 cfm, 12” , 550 fpm

Page 16: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Fig. 18-16 Rectangular equivalents of round ducts.

Dh = 21.5 inAssume b = 12”Dh = 1.265(ab)3/5/(a+b)1/5

Main duct = 34” x 12”

AF 2200 cfm, 18”, 1200 fpm24” x 12”

FG 1900 cfm, 17”, 1100 fpm21” x 12”

GH 1300 cfm, 15”, 1000 fpm17” x 12”

HJ 700 cfm, 12” , 900 fpm12” x 12”

IJ 100 cfm, 12” , 550 fpm6” x 6”

Page 17: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Duct Calculator- Imperial Unit Duct Calculator- SI Unit

Page 18: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Duct Calculator- Imperial Unit

Page 19: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Duct Calculator- SI Unit

Page 20: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Duct CalculatorMain duct section A

V = 1300 fpmQs = 3200 cfmff = 0.115 in. water per 100 ft of straight duct

Round Dh = 21 in Assume b = 12”(ceiling space limit)Main duct A = 33” x 12”

Qs = 3200 cfm

ff = 0.115 in. wtper 100 ft

Dh = 21 in

Select b = 12”, a = 33“Rectangular duct a x b = 33” x 12”

Page 21: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Duct CalculatorBranch duct section AF

ff = 0.115 in. wt /100 ftAF: Qs = 2200 cfmV = 1300 fpm

Round Dh = 18 in Assume b = 12”(ceiling space limit)duct AF = 24” x 12”

AF 2200 cfm

ff = 0.115 in. wt per 100 ft

DAF = 18 in

Select b = 12”, a = 24“Rectangular duct a x b = 24” x 12”

Page 22: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Use ff = 0.1 in. water per 100 ft in duct size calculation by equal-friction method

3-4

1. Select V = 1300 fpm2. Given Qs = 3200 cfm at main duct and Qs or all duct sections3. Find ff = 0.1 in. water per 100 ft of straight duct4. Select ff = 0.1 in. w/100 ft5. Find Dh from (Qs, ff)6. Specify b, find a from Dh = 1.265(ab)3/5/(a+b)1/5

7. Check V = Q/(ab) gradually decrease ad duct size

5 612

Page 23: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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duct size calculation uing equal-friction method by calculations

12 3

45 67

Page 24: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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The total static pressure

ff = 0.028

L/W= 4

ff = 0.04

10% for friction loss by dampers included → htot = 0.283 in.wg

Page 25: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Prob: Size SAD & RAD, fan static presureVSAD = 1500 fpmVRAD = 1300 fpm20% OAQsupply = 3800 cfm

Sizing Return-Air Ducts

Qreturn = 0.8*3800 = 3040 cfm = 800+1280+960

QOA = 0.2*3800 = 760 cfm

Page 26: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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12 3

45 67

3-45 6

12

Page 27: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Min static pressure = SPsupply– (-SPreturn)

SPmin= 0.223– (-0.215) = 0.438 in.wg

SpsupplySpreturn

Page 28: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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Min static pressure = SPsupply– (-SPreturn)

SPmin= 0.219– (-0.261) = 0.480 in.wg

Page 29: Topic6-4 Duct Calculations by Chart - Khon Kaen University

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The losses of coils, filters, and dampers must be added to determine the total fan static pressure.

Since the grille loss at J is only 0.05 in.wg, an excessive pressure difference exists across this return grille which will cause unwanted noise.A damper in stalled at J would have to be nearly closed to dissipate the static pressure and it would further increase the problem of noise.The best procedure is 1. to eliminate return-air locations close to fan or2. to minimize the return-duct losses by using larger duct. The latter choice adds to cost, of course.