Fluid Mechanics, HVAC & Refrigeration — formula sheet

Fluids, pumps, psychrometrics & plant rooms · 98 formulas · metric edition 1

Density
ρ=mV\rho = \tfrac{m}{V}
Specific Gravity
SG=ρρwaterSG = \frac{\rho}{\rho_{water}}
Hydrostatic Pressure (P = ρgh)
P=ρghP = \rho g h
Pressure Head (h = P/ρg)
h=Pρgh = \frac{P}{\rho g}
Gauge and Absolute Pressure
Pabs=Pgauge+PatmP_{abs} = P_{gauge} + P_{atm}
Volumetric Flow Rate (Q = Av)
Q=AvQ = A v
Continuity Equation (A₁v₁ = A₂v₂)
A1v1=A2v2A_1 v_1 = A_2 v_2
Pipe Velocity from Flow and Diameter
v=4QπD2v = \frac{4Q}{\pi D^{2}}
Dynamic Pressure (q = ½ρv²)
q=12ρv2q = \tfrac{1}{2} \rho v^{2}
Velocity Head (h = v²/2g)
hv=v22gh_v = \frac{v^{2}}{2g}
Bernoulli's Equation (Two Points)
P1+12ρv12+ρgz1=P2+12ρv22+ρgz2P_1 + \tfrac{1}{2}\rho v_1^{2} + \rho g z_1 = P_2 + \tfrac{1}{2}\rho v_2^{2} + \rho g z_2
Torricelli's Law (v = √(2gh))
v=2ghv = \sqrt{2 g h}
Reynolds Number
Re=ρvDμRe = \frac{\rho v D}{\mu}
Laminar Friction Factor (f = 64/Re)
f=64Ref = \frac{64}{Re}
Buoyant Force (Archimedes' Principle)
Fb=ρVgF_b = \rho V g
Darcy–Weisbach Head Loss
hf=fLDv22gh_f = f \, \frac{L}{D} \, \frac{v^{2}}{2g}
Swamee–Jain Friction Factor
f=0.25[log10 ⁣(ε3.7D+5.74Re0.9)]2f = \frac{0.25}{\left[\log_{10}\!\left(\frac{\varepsilon}{3.7D} + \frac{5.74}{Re^{0.9}}\right)\right]^{2}}
Colebrook–White Friction Factor
1f=2log10 ⁣(ε3.7D+2.51Ref)\frac{1}{\sqrt{f}} = -2 \log_{10}\!\left(\frac{\varepsilon}{3.7 D} + \frac{2.51}{Re \sqrt{f}}\right)
Hazen–Williams Head Loss
hf=10.67LQ1.852C1.852D4.8704h_f = \frac{10.67 \, L \, Q^{1.852}}{C^{1.852} D^{4.8704}}
Hazen–Williams Velocity
v=0.849CR0.63S0.54v = 0.849 \, C \, R^{0.63} S^{0.54}
Minor Loss from K Factor
hL=Kv22gh_L = K \, \frac{v^{2}}{2g}
Equivalent Length of a Fitting
Leq=KDfL_{eq} = \frac{K D}{f}
Valve Flow Coefficient (Cv)
Q=CvΔPSGQ = C_v \sqrt{\frac{\Delta P}{SG}}
Valve Flow Coefficient (Kv, metric)
Q=KvΔpSGQ = K_v \sqrt{\frac{\Delta p}{SG}}
Orifice Plate Flow
Q=Cd1β4πd242ΔPρQ = \frac{C_d}{\sqrt{1 - \beta^{4}}}\cdot\frac{\pi d^{2}}{4}\sqrt{\frac{2\,\Delta P}{\rho}}
Venturi Meter Flow
Q=C1β4πD2242ΔPρQ = \frac{C}{\sqrt{1 - \beta^{4}}}\cdot\frac{\pi D_2^{2}}{4}\sqrt{\frac{2\,\Delta P}{\rho}}
Barlow's Formula (Pipe Pressure Rating)
P=2StDP = \frac{2 S t}{D}
Water Hammer Surge (Joukowsky Equation)
ΔP=ρaΔv\Delta P = \rho \, a \, \Delta v
Pipe Internal Volume
V=πD24LV = \frac{\pi D^{2}}{4} L
Partially Filled Horizontal Cylindrical Tank
V=L[r2cos1 ⁣(rhr)(rh)2rhh2]V = L \left[ r^{2} \cos^{-1}\!\left(\frac{r-h}{r}\right) - (r-h)\sqrt{2rh - h^{2}} \right]
Total Dynamic Head
TDH=hs+hf+hvTDH = h_s + h_f + h_v
Hydraulic Power (P = ρgQh)
P=ρgQhP = \rho g Q h
Pump Water Horsepower
WHP=QHSG3960WHP = \frac{Q \, H \, SG}{3960}
Pump Brake Horsepower
BHP=QHSG3960ηBHP = \frac{Q \, H \, SG}{3960 \, \eta}
Pump Efficiency from Hydraulic and Shaft Power
η=PhydPshaft\eta = \frac{P_{hyd}}{P_{shaft}}
Net Positive Suction Head Available (NPSHa)
NPSHa=hatm+hshfhvpNPSH_a = h_{atm} + h_s - h_f - h_{vp}
Cavitation Number (Margin above Vapour Pressure)
σc=ppv12ρv2\sigma_c = \frac{p - p_v}{\tfrac{1}{2} \rho v^{2}}
Pump Affinity Law — Flow vs Speed
Q2Q1=N2N1\frac{Q_2}{Q_1} = \frac{N_2}{N_1}
Pump Affinity Law — Head vs Speed
H2H1=(N2N1)2\frac{H_2}{H_1} = \left(\frac{N_2}{N_1}\right)^{2}
Pump Affinity Law — Power vs Speed
P2P1=(N2N1)3\frac{P_2}{P_1} = \left(\frac{N_2}{N_1}\right)^{3}
Pump Affinity Law — Flow vs Impeller Diameter
Q2Q1=D2D1\frac{Q_2}{Q_1} = \frac{D_2}{D_1}
Pump Affinity Law — Head vs Impeller Diameter
H2H1=(D2D1)2\frac{H_2}{H_1} = \left(\frac{D_2}{D_1}\right)^{2}
Fan Affinity Law — Airflow vs Speed
Q2Q1=N2N1\frac{Q_2}{Q_1} = \frac{N_2}{N_1}
Fan Affinity Law — Static Pressure vs Speed
SP2SP1=(N2N1)2\frac{SP_2}{SP_1} = \left(\frac{N_2}{N_1}\right)^{2}
Fan Affinity Law — Power vs Speed
P2P1=(N2N1)3\frac{P_2}{P_1} = \left(\frac{N_2}{N_1}\right)^{3}
Fan Brake Horsepower
BHP=QSP6356ηBHP = \frac{Q \cdot SP}{6356 \, \eta}
Pump Specific Speed (Ns)
Ns=NQH0.75N_s = \frac{N \sqrt{Q}}{H^{0.75}}
Saturation Vapour Pressure (Magnus / Alduchov–Eskridge)
pws=610.94exp ⁣(17.625tt+243.04)p_{ws} = 610.94 \exp\!\left(\frac{17.625\,t}{t + 243.04}\right)
Relative Humidity from Vapour Pressure
φ=pvpws\varphi = \frac{p_v}{p_{ws}}
Humidity Ratio from Vapour Pressure
W=0.62198pvppvW = 0.62198\,\frac{p_v}{p - p_v}
Dew Point (Magnus Approximation)
Td=cγbγ,γ=ln ⁣RH100+bTc+TT_d = \frac{c\,\gamma}{b - \gamma}, \quad \gamma = \ln\!\frac{\mathrm{RH}}{100} + \frac{b\,T}{c + T}
Dew Point from Humidity Ratio
Td=243.04γ17.625γ,γ=ln ⁣pv610.94,pv=Wp0.62198+WT_d = \frac{243.04\,\gamma}{17.625 - \gamma}, \quad \gamma = \ln\!\frac{p_v}{610.94}, \quad p_v = \frac{W\,p}{0.62198 + W}
Wet-Bulb Temperature (Stull 2011)
Tw=Tarctan ⁣[0.151977RH+8.313659]+arctan(T+RH)arctan(RH1.676331)+0.00391838RH3/2arctan(0.023101RH)4.686035T_w = T\,\arctan\!\left[0.151977\sqrt{\mathrm{RH} + 8.313659}\,\right] + \arctan(T + \mathrm{RH}) - \arctan(\mathrm{RH} - 1.676331) + 0.00391838\,\mathrm{RH}^{3/2}\arctan(0.023101\,\mathrm{RH}) - 4.686035
Relative Humidity from a Sling Psychrometer
φ=pws(twb)Ap(tdbtwb)pws(tdb)\varphi = \frac{p_{ws}(t_{wb}) - A\,p\,(t_{db} - t_{wb})}{p_{ws}(t_{db})}
Moist Air Enthalpy (per kg DRY air)
h=1.006t+W(2501+1.86t)h = 1.006\,t + W\,(2501 + 1.86\,t)
Moist Air Specific Volume (per kg DRY air)
v=0.287042(t+273.15)(1+1.6078W)pv = \frac{0.287042\,(t + 273.15)\,(1 + 1.6078\,W)}{p}
Moist Air Density at Altitude (and the 1.08 Correction)
ρ=pz(1+W)RdaT(1+1.6078W),pz=101325(12.25577×105z)5.25588\rho = \frac{p_z\,(1 + W)}{R_{da}\,T\,(1 + 1.6078\,W)}, \quad p_z = 101\,325\,(1 - 2.25577 \times 10^{-5} z)^{5.25588}
Mixed Air Temperature
Tm=fToa+(1f)TraT_m = f \, T_{oa} + (1-f) \, T_{ra}
Degree of Saturation (Moist Air)
μ=WWs\mu = \frac{W}{W_s}
Air Total Heat (4.5 Rule)
Q˙t=ρaV˙Δh\dot{Q}_t = \rho_a \dot{V} \, \Delta h
Air Sensible Heat (1.08 Rule)
Q˙s=ρacaV˙ΔT\dot{Q}_s = \rho_a c_a \dot{V} \, \Delta T
Air Latent Heat (0.68 Rule)
Q˙l=ρaV˙hfgΔW\dot{Q}_l = \rho_a \dot{V} h_{fg} \, \Delta W
Sensible Heat Ratio (SHR)
SHR=Q˙sQ˙s+Q˙l\mathrm{SHR} = \frac{\dot{Q}_s}{\dot{Q}_s + \dot{Q}_l}
Round Duct Air Velocity
v=4V˙πd2v = \frac{4 \dot{V}}{\pi d^{2}}
Equivalent Round Duct Diameter
De=1.30(ab)0.625(a+b)0.25D_e = 1.30 \frac{(ab)^{0.625}}{(a+b)^{0.25}}
Air Changes per Hour (ACH)
ACH=3600V˙Vroom\mathrm{ACH} = \frac{3600 \, \dot{V}}{V_{room}}
Hydronic Heat Transfer (Water)
Q˙=ρwcwV˙ΔT\dot{Q} = \rho_w c_w \dot{V} \, \Delta T
Glycol Loop Heat Transfer (Capacity Derate)
Q˙=ρcV˙ΔT\dot{Q} = \rho c \dot{V} \, \Delta T
Loop Water Expansion Volume
ΔV=V0βΔT\Delta V = V_0 \, \beta \, \Delta T
Expansion Tank Acceptance Volume
Vt=Vse1P1P2V_t = \frac{V_s \, e}{1 - \dfrac{P_1}{P_2}}
Hydronic Static Fill Pressure
P=ρwgH+PmarginP = \rho_w g H + P_{margin}
Radiator Output at Non-Rated Temperature
Q˙=Q˙r(ΔTΔTr)n\dot{Q} = \dot{Q}_r \left(\frac{\Delta T}{\Delta T_r}\right)^{n}
Seasonal Heating Energy (Degree-Day Method)
E=Q˙dΔTmtΔTdηE = \frac{\dot{Q}_d \, \Delta T_m \, t}{\Delta T_d \, \eta}
Boiler or Furnace Output from Input
Q˙out=Q˙inη\dot{Q}_{out} = \dot{Q}_{in} \, \eta
Energy Cost from a Utility Rate
Ce=EpeC_e = E \, p_e
Tons of Refrigeration from BTU/hr
T=Q˙12,000 BTU/hrT = \frac{\dot{Q}}{12{,}000\ \text{BTU/hr}}
Coefficient of Performance (COP)
COP=Q˙W˙\mathrm{COP} = \frac{\dot{Q}}{\dot{W}}
Energy Efficiency Ratio (EER)
EER=Q˙ [BTU/hr]W˙ [W]\mathrm{EER} = \frac{\dot{Q}\ [\text{BTU/hr}]}{\dot{W}\ [\text{W}]}
EER to COP Conversion
EER=3.412×COP\mathrm{EER} = 3.412 \times \mathrm{COP}
Chiller Efficiency (kW per Ton)
kW/ton=W˙ [kW]Q˙ [tons]\mathrm{kW/ton} = \frac{\dot{W}\ [\text{kW}]}{\dot{Q}\ [\text{tons}]}
Refrigeration COP from Enthalpies
COP=h1h4h2h1COP = \frac{h_1 - h_4}{h_2 - h_1}
Refrigerant Superheat
SH=TsuctionTsat\mathrm{SH} = T_{suction} - T_{sat}
Refrigerant Subcooling
SC=TsatTliquid\mathrm{SC} = T_{sat} - T_{liquid}
Refrigerant Mass Flow Rate
m˙=Q˙Δh\dot{m} = \frac{\dot{Q}}{\Delta h}
Chiller Heat Rejection
Qr=QeHRFQ_r = Q_e \, \mathrm{HRF}
Condenser Water Flow Rate
V˙=Q˙HRFρwcwΔT\dot{V} = \frac{\dot{Q} \cdot \mathrm{HRF}}{\rho_w c_w \, \Delta T}
Cooling Tower Range
ΔT=ThTc\Delta T = T_h - T_c
Cooling Tower Approach
A=TcTwbA = T_c - T_{wb}
Cooling Tower Heat Rejection
Q=500RΔTQ = 500 \, R \, \Delta T
Cooling Tower Evaporation Rate
E=0.001RΔTE = 0.001 \, R \, \Delta T
Cycles of Concentration (COC = M/B)
COC=MB\text{COC} = \frac{M}{B}
Blowdown Rate from Cycles
B=ECOC1B = \frac{E}{\text{COC} - 1}
Cooling Tower Makeup Water Rate
M=E+B+DM = E + B + D
Boiler Horsepower to Heat Output
Q=33,475  BHPQ = 33{,}475 \; \text{BHP}
Boiler Horsepower to Steam Rate
S=34.5  BHPS = 34.5 \; \text{BHP}
Boiler Blowdown Rate from Steam Rate
B=SCOC1B = \frac{S}{\text{COC} - 1}
Condensate Return Percentage
%CR=ScS×100\%CR = \frac{S_c}{S} \times 100
Boiler Makeup from Condensate Return
M=S(1%CR100)M = S\left(1 - \frac{\%CR}{100}\right)