Q = 200 m 3 / h = ( 200 / 3600 ) m 3 / s = 0.0556 m 3 / s Q=200m^3/h=(200/3600)m^3/s=0.0556m^3/s Q=200m3/h=(200/3600)m3/s=0.0556m3/s
泵进口直径也叫泵吸入口直径,是指泵吸入法兰处管的内径。可用下式计算。
D s = K s Q n 3 = ( 4 ∼ 5 ) 200 / 3600 2900 3 = 107.0 ∼ 133.8 m m D_s=K_s\sqrt[3]{\frac{Q}{n}}=(4\sim5)\sqrt[3]{\frac{200/3600}{2900}}=107.0\sim133.8mm Ds=Ks3nQ=(4∼5)32900200/3600=107.0∼133.8mm其中 K s = 4 ∼ 5 K_s=4\sim5 Ks=4∼5,取 D s = 125 m m D_s=125mm Ds=125mm,该直径应从标准法兰中选取。
泵出口直径也叫泵排出口径,是指泵排出口法兰处管道内径。一般用下式计算。
D d = K d Q n 3 = ( 3.5 ∼ 4.5 ) 200 / 3600 2900 3 = 93.7 ∼ 120.4 m m D_d=K_d\sqrt[3]{\frac{Q}{n}}=(3.5\sim4.5)\sqrt[3]{\frac{200/3600}{2900}}=93.7\sim120.4mm Dd=Kd3nQ=(3.5∼4.5)32900200/3600=93.7∼120.4mm其中 K d = 3.5 ∼ 4.5 K_d=3.5\sim4.5 Kd=3.5∼4.5,取 D d = 100 m m D_d=100mm Dd=100mm,该直径应从标准法兰中选取。
v s = 4 Q D s 2 π = 4 × 200 / 3600 0.12 5 2 × π = 4.5271 m / s v_s=\frac{4Q}{D_s^2\pi}=\frac{4\times200/3600}{0.125^2\times\pi}=4.5271m/s vs=Ds2π4Q=0.1252×π4×200/3600=4.5271m/s
v d = 4 Q D d 2 π = 4 × 200 / 3600 0.10 0 2 × π = 7.0736 m / s v_d=\frac{4Q}{D_d^2\pi}=\frac{4\times200/3600}{0.100^2\times\pi}=7.0736m/s vd=Dd2π4Q=0.1002×π4×200/3600=7.0736m/s
h g = p a ρ g − h c − p v ρ g − N P S H a = 10.33 − 0.5 − 0.24 − 7.5 = 2.09 m h_g=\frac{p_a}{\rho g}-h_c-\frac{p_v}{\rho g}-NPSH_a=10.33-0.5-0.24-7.5=2.09m hg=ρgpa−hc−ρgpv−NPSHa=10.33−0.5−0.24−7.5=2.09m取 h c = 0.5 m h_c=0.5m hc=0.5m,装置汽蚀余量 N P S H a NPSH_a NPSHa假设为 7.5 m 7.5m 7.5m
N P S H r = N P S H a / 1.3 = 7.5 / 1.3 = 5.77 m NPSH_r=NPSH_a/1.3=7.5/1.3=5.77m NPSHr=NPSHa/1.3=7.5/1.3=5.77m
C = 5.62 n Q N P S H r 3 / 4 = 5.62 × 2900 × 200 / 3600 5.7 7 3 / 4 = 1032 C=\frac{5.62n\sqrt{Q}}{NPSH_r^{3/4}}=\frac{5.62\times2900\times\sqrt{200/3600}}{5.77^{3/4}}=1032 C=NPSHr3/45.62nQ=5.773/45.62×2900×200/3600=1032
n s = 3.65 n Q H 3 / 4 = 3.65 × 2900 × 200 / 3600 8 4 3 / 4 = 89.9177 ≈ 90 n_s=\frac{3.65n\sqrt{Q}}{H^{3/4}}=\frac{3.65\times{2900}\times\sqrt{200/3600}}{84^{3/4}}=89.9177\approx90 ns=H3/43.65nQ=843/43.65×2900×200/3600=89.9177≈90
机械损失(轴承损失、密封损失、圆盘摩擦损失,皆为克服摩擦力所消耗的功率)
容积损失(叶轮进出口的压力差导致有一部分流体q从出口流经泵腔从口环处流向进口,从而循环往复,不参与到外部流动中去,从而白白耗费功率,相当于减少了容积)
水力损失(水力摩擦损失(沿程阻力)和冲击、脱流、速度方向及大小变化等引起的水力损失(局部损失)所消耗的能量,与流动状态相关)
η h = 1 + 0.08351 lg Q n 3 = 1 + 0.08351 lg 200 / 3600 2900 3 = 86.87 % \eta_h=1+0.08351\lg\sqrt[3]{\frac{Q}{n}}=1+0.08351\lg\sqrt[3]{\frac{200/3600}{2900}}=86.87\% ηh=1+0.08351lg3nQ=1+0.08351lg32900200/3600=86.87% 注意: lg ( ) \lg() lg()为以10为底的对数
η V = 1 1 + 0.68 n s − 2 / 3 = 1 1 + 0.68 × 89.917 7 − 2 / 3 = 96.72 % \eta_{_V}=\frac{1}{1+0.68n_s^{-2/3}}=\frac{1}{1+0.68\times89.9177^{-2/3}}=96.72\% ηV=1+0.68ns−2/31=1+0.68×89.9177−2/31=96.72%
η m ′ = 1 − 0.07 1 ( n s / 100 ) 7 / 6 = 1 − 0.07 1 ( 89.9177 / 100 ) 7 / 6 = 92.08 % \eta_m^\prime=1-0.07\frac{1}{(n_s/100)^{7/6}}=1-0.07\frac{1}{(89.9177/100)^{7/6}}=92.08\% ηm′=1−0.07(ns/100)7/61=1−0.07(89.9177/100)7/61=92.08%
η m = η m ′ − 轴 承 、 填 料 损 失 = η m ′ − 0.02 = 0.9208 − 0.02 = 90.08 % \eta_m=\eta_m^\prime-轴承、填料损失=\eta_m^\prime-0.02=0.9208-0.02=90.08\% ηm=ηm′−轴承、填料损失=ηm′−0.02=0.9208−0.02=90.08%
η = η m η V η h = 0.9008 × 0.9672 × 0.8687 = 75.69 % \eta=\eta_m\eta_{_V}\eta_h=0.9008\times0.9672\times0.8687=75.69\% η=ηmηVηh=0.9008×0.9672×0.8687=75.69%
注意到这个泵实际的效率是80%,所以理论和实际差距还是蛮大的。
P = ρ g Q H 1000 η = 9.81 × 1 0 3 × 200 / 3600 × 84 1000 × 75.69 % = 60.48 k W P=\frac{\rho gQH}{1000\eta}=\frac{9.81\times10^3\times200/3600\times84}{1000\times75.69\%}=60.48kW P=1000ηρgQH=1000×75.69%9.81×103×200/3600×84=60.48kW
P g = k η t P = 1.10 1.0 × 60.48 = 66.53 k W P_g=\frac{k}{\eta_t}P=\frac{1.10}{1.0}\times60.48=66.53kW Pg=ηtkP=1.01.10×60.48=66.53kW其中 k k k和 η t \eta_t ηt查表可得:
由于 P > 55 k W P>55kW P>55kW,查得电动机余量系数 k = 1.10 k=1.10 k=1.10;
由于电机直联传动,传动效率 η t = 1 \eta_t=1 ηt=1。
查表选取标准电机功率为 75 k W 75kW 75kW。
M n = 9550 P c n = 9550 × 1.2 × 66.53 2900 = 262.91 N ⋅ m M_n=9550\frac{P_c}{n}=9550\times\frac{1.2\times66.53}{2900}=262.91N\cdot m Mn=9550nPc=9550×29001.2×66.53=262.91N⋅m
d = M n 0.2 [ τ ] 3 = 262.91 0.2 × 70 × 1 0 6 3 = 0.0266 m ≈ 28 m m d=\sqrt[3]{\frac{M_n}{0.2[\tau]}}=\sqrt[3]{\frac{262.91}{0.2\times70\times10^6}}=0.0266m\approx28mm d=30.2[τ]Mn=30.2×70×106262.91=0.0266m≈28mm材料选用 40 C r 40Cr 40Cr,许用切应力 [ τ ] = 63.7 ∼ 73.5 M P a = 70 M P a [\tau]=63.7\sim73.5MPa=70MPa [τ]=63.7∼73.5MPa=70MPa。取轮毂直径 d h = 28 m m d_h=28mm dh=28mm。
D 0 = k 0 Q n 3 = 4.0 × 200 / 3600 2900 3 = 107.0 m m ≈ 110 m m D_0=k_0\sqrt[3]{\frac{Q}{n}}=4.0\times\sqrt[3]{\frac{200/3600}{2900}}=107.0mm\approx110mm D0=k03nQ=4.0×32900200/3600=107.0mm≈110mm系数 k 0 k_0 k0选取方法:
若果主要考虑效率,取为 3.5 ∼ 4.0 3.5\sim4.0 3.5∼4.0;
如果兼顾效率和汽蚀,取为 4.0 ∼ 4.5 4.0\sim4.5 4.0∼4.5;
如果主要考虑汽蚀,取为 4.5 ∼ 5.0 4.5\sim5.0 4.5∼5.0。
D j = D 0 = 110 m m D_j=D_0=110mm Dj=D0=110mm由于本算例是单级悬臂结构的离心泵,故叶轮没有轮毂,所以进口直径和当量直径相等。而对于叶轮有轮毂(穿轴叶轮)的情况,应用下式计算叶轮进口直径
D j = D 0 2 + d h 2 D_j=\sqrt{D_0^2+d_h^2} Dj=D02+dh2
k D = 9.35 k D 2 ( n s 100 ) − 1 / 2 = 9.35 × 1.009 × ( 90 100 ) − 1 / 2 = 9.9445 k_D=9.35k_{D2}\left(\frac{n_s}{100}\right)^{-1/2}=9.35\times1.009\times\left(\frac{90}{100}\right)^{-1/2}=9.9445 kD=9.35kD2(100ns)−1/2=9.35×1.009×(10090)−1/2=9.9445其中 D 2 D_2 D2的修正系数 k D 2 k_{D2} kD2查表8-12得到 n s = 90 n_s=90 ns=90下的 k D 2 = 1.009 k_{D2}=1.009 kD2=1.009。
D 2 = k D Q n 3 = 9.9445 × 200 / 3600 2900 3 = 0.2661 m = 266.1 m m D_2=k_D\sqrt[3]{\frac{Q}{n}}=9.9445\times\sqrt[3]{\frac{200/3600}{2900}}=0.2661m=266.1mm D2=kD3nQ=9.9445×32900200/3600=0.2661m=266.1mm取 D 2 = 265 m m D_2=265mm D2=265mm
k b = 0.64 k b 2 ( n s 100 ) 5 / 6 = 0.64 × 1.139 × ( 90 100 ) 5 / 6 = 0.6677 k_b=0.64k_{b2}\left(\frac{n_s}{100}\right)^{5/6}=0.64\times1.139\times\left(\frac{90}{100}\right)^{5/6}=0.6677 kb=0.64kb2(100ns)5/6=0.64×1.139×(10090)5/6=0.6677其中 b 2 b_2 b2的修正系数 k b 2 k_{b2} kb2查表8-13得到 n s = 90 n_s=90 ns=90下的 k b 2 = 1.139 k_{b2}=1.139 kb2=1.139
b 2 = k b Q n 3 = 0.6677 × 200 / 3600 2900 3 = 0.0179 m = 17.9 m m b_2=k_b\sqrt[3]{\frac{Q}{n}}=0.6677\times\sqrt[3]{\frac{200/3600}{2900}}=0.0179m=17.9mm b2=kb3nQ=0.6677×32900200/3600=0.0179m=17.9mm取 b 2 = 18 m m b_2=18mm b2=18mm
β 2 = 27 ° \beta_2=27\degree β2=27°一般离心泵 β 2 = 18 ∼ 40 ° \beta_2=18\sim40\degree β2=18∼40°,选取 β 2 = 27 ° \beta_2=27\degree β2=27°
z = 6.5 ( D 2 + D 1 D 2 − D 1 ) sin β 1 + β 2 2 = 6.5 × ( 265 + 110 265 − 110 ) sin 25 + 27 2 = 6.8937 ≈ 7 z=6.5\left(\frac{D_2+D_1}{D_2-D_1}\right)\sin\frac{\beta_1+\beta_2}{2}=6.5\times\left(\frac{265+110}{265-110}\right)\sin\frac{25+27}{2}=6.8937\approx7 z=6.5(D2−D1D2+D1)sin2β1+β2=6.5×(265−110265+110)sin225+27=6.8937≈7选取 β 1 = 25 ° \beta_1=25\degree β1=25°,将叶片数圆整为7枚。
参考关醒凡《现代泵理论与设计》中262页8.3.3节
H t = H η h = 84 0.8687 = 96.70 m H_t=\frac{H}{\eta_h}=\frac{84}{0.8687}=96.70m Ht=ηhH=0.868784=96.70m
ψ = α ( 1 + β 2 60 ) = 0.7 × ( 1 + 27 60 ) = 1.105 \psi=\alpha\left(1+\frac{\beta_2}{60}\right)=0.7\times\left(1+\frac{27}{60}\right)=1.105 ψ=α(1+60β2)=0.7×(1+6027)=1.105取 α = 0.7 \alpha=0.7 α=0.7, α \alpha α的选取与泵的结构形式有关,导叶式压水室 0.6 0.6 0.6,蜗壳式压水室 0.65 ∼ 0.85 0.65\sim0.85 0.65∼0.85,环形压水室 0.85 ∼ 1.0 0.85\sim1.0 0.85∼1.0。
s = ∑ i = 1 n Δ s i R i = R 2 2 − R 1 2 2 = ( 0.265 / 2 ) 2 − ( 0.110 / 2 ) 2 2 = 0.0072656 m 2 s=\sum_{i=1}^{n}\Delta s_iR_i=\frac{R_2^2-R_1^2}{2}=\frac{(0.265/2)^2-(0.110/2)^2}{2}=0.0072656m^2 s=i=1∑nΔsiRi=2R22−R12=2(0.265/2)2−(0.110/2)2=0.0072656m2
P = ψ R 2 2 z s = 1.105 × ( 0.265 / 2 ) 2 7 × 7.2656 × 1 0 − 3 = 0.3504 P=\psi\frac{R_2^2}{zs}=1.105\times\frac{(0.265/2)^2}{7\times7.2656\times10^{-3}}=0.3504 P=ψzsR22=1.105×7×7.2656×10−3(0.265/2)2=0.3504
H t ∞ = ( 1 + P ) H t = ( 1 + 0.3504 ) × 96.70 = 130.58 m H_{t\infin}=(1+P)H_t=(1+0.3504)\times96.70=130.58m Ht∞=(1+P)Ht=(1+0.3504)×96.70=130.58m
ψ 2 = 1 − z δ π D 2 × 1 + ( cot ( β 2 ) sin ( λ 2 ) ) 2 = 1 − 7 × 4 π × 265 × 1 + ( cot ( 27 ° ) sin ( 90 ° ) ) 2 = 0.9259 \psi_2=1-\frac{z\delta}{\pi D_2}\times\sqrt{1+\left(\frac{\cot(\beta_2)}{\sin(\lambda_2)}\right)^2}=1-\frac{7\times4}{\pi\times265}\times\sqrt{1+\left(\frac{\cot(27\degree)}{\sin(90\degree)}\right)^2}=0.9259 ψ2=1−πD2zδ×1+(sin(λ2)cot(β2))2=1−π×2657×4×1+(sin(90°)cot(27°))2=0.9259取叶轮出口真实厚度 δ 2 = 4 m m \delta_2=4mm δ2=4mm,叶轮出口轴面截线与流线夹角 λ 2 = 90 ° \lambda_2=90\degree λ2=90°
v m 2 = Q π D 2 b 2 ψ 2 η V = 200 / 3600 π × 0.265 × 0.018 × 0.9259 × 0.9672 = 4.1398 m / s v_{m2}=\frac{Q}{\pi D_2b_2\psi_2\eta_{_V}}=\frac{200/3600}{\pi\times0.265\times0.018\times0.9259\times0.9672}=4.1398m/s vm2=πD2b2ψ2ηVQ=π×0.265×0.018×0.9259×0.9672200/3600=4.1398m/s
u 2 = v m 2 2 tan β 2 + ( v m 2 2 tan β 2 ) 2 + g H t ∞ = 4.1398 2 × tan 27 ° + ( 4.1398 2 × tan 27 ° ) 2 + 9.8 × 130.58 = 40.0831 m / s u_2=\frac{v_{m2}}{2\tan\beta_2}+\sqrt{\left(\frac{v_{m2}}{2\tan\beta_2}\right)^2+gH_{t\infin}}=\frac{4.1398}{2\times\tan27\degree}+\sqrt{\left(\frac{4.1398}{2\times\tan27\degree}\right)^2+9.8\times130.58}=40.0831m/s u2=2tanβ2vm2+(2tanβ2vm2)2+gHt∞=2×tan27°4.1398+(2×tan27°4.1398)2+9.8×130.58=40.0831m/s
D 2 = 60 u 2 π n = 60 × 40.0831 π × 2900 = 0.2640 m = 264.0 m m D_2=\frac{60u_2}{\pi n}=\frac{60\times40.0831}{\pi\times2900}=0.2640m=264.0mm D2=πn60u2=π×290060×40.0831=0.2640m=264.0mm
与假定的 D 2 = 265 m m D_2=265mm D2=265mm非常接近,故不再重新计算,取 D 2 = 265 m m D_2=265mm D2=265mm即可。
注意:实际泵的 D 2 = 255 m m D_2=255mm D2=255mm,并非 265 m m 265mm 265mm,理论和实际差别不小。
v m 2 = Q π D 2 b 2 ψ 2 η V = 200 / 3600 π × 0.265 × 0.018 × 0.9259 × 0.9672 = 4.1398 m / s v_{m2}=\frac{Q}{\pi D_2b_2\psi_2\eta_V}=\frac{200/3600}{\pi\times0.265\times0.018\times0.9259\times0.9672}=4.1398m/s vm2=πD2b2ψ2ηVQ=π×0.265×0.018×0.9259×0.9672200/3600=4.1398m/s
u 2 = v m 2 2 tan β 2 + ( v m 2 2 tan β 2 ) 2 + g H t ∞ = 4.1398 2 × tan 27 ° + ( 4.1398 2 × tan 27 ° ) 2 + 9.8 × 130.58 = 40.0831 m / s u_2=\frac{v_{m2}}{2\tan\beta_2}+\sqrt{\left(\frac{v_{m2}}{2\tan\beta_2}\right)^2+gH_{t\infin}}=\frac{4.1398}{2\times\tan27\degree}+\sqrt{\left(\frac{4.1398}{2\times\tan27\degree}\right)^2+9.8\times130.58}=40.0831m/s u2=2tanβ2vm2+(2tanβ2vm2)2+gHt∞=2×tan27°4.1398+(2×tan27°4.1398)2+9.8×130.58=40.0831m/s
v u 2 = g H t u 2 = 9.81 × 96.70 40.0831 = 23.6665 m / s v_{u2}=\frac{gH_t}{u_2}=\frac{9.81\times96.70}{40.0831}=23.6665m/s vu2=u2gHt=40.08319.81×96.70=23.6665m/s
v u 2 ∞ = g H t ∞ u 2 = 9.81 × 130.58 40.0831 = 31.9584 m / s v_{u2\infin}=\frac{gH_{t\infin}}{u_2}=\frac{9.81\times130.58}{40.0831}=31.9584m/s vu2∞=u2gHt∞=40.08319.81×130.58=31.9584m/s