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小型泵站的設(shè)計(jì)-資料下載頁(yè)

2025-06-30 00:12本頁(yè)面
  

【正文】 4ZLB-70(980,+4176。)350ZLB- (980,0176。)12HB-4012Sh28A300S12A12HB-4012Sh2810HB-40(1450)12Sh19A12Sh1912Shl3A12Sh1312Sh9B300S58A17014ZLB-70(980,+2176。、0176。)350ZLB-(980,2176。)250HW-4300HW-414ZXB-10010Shl912Sh2812Sh19A12Sh1910Sh9A10Sh912Sh1312Sh9B15010HB-50250ZL-14ZLB-70(980,2176。)6YZ-250ZL-12HBC 240(730)250HW-514ZXB-70(4176。、6176。)10Sh19A250HW-810Shl912Sh28A250HW-1212Sh19A10Sh9A 10Sh912Sh13A12Sh9B13010ZXB70(0176。)14ZLB-70(980,4176。)10HB-5010HB40 10ZXB70(+2176。)10HB-3010Sh19A10Sh19250S1410Shl3A10Shl310SA6E10Sh910Sh9A250S3912Sh9B11010ZXB-70 (2176。)10ZXB-70(0176。、+2176。)10HB-30250S-14A10Shl9A10Shl910Sh13A10Sh13250S39A10Sh910Sh9A250S65A100200HW-510ZXB-70 (2176。)10HB-3010HB-30200HW-88B1 810Shl9A200HW-1210Shl910Sh13A10Sh1310Sh910Sh9A揚(yáng) 程 (m)1~33~55~77~1010~1515~2020~2525~3030~4040~50 表34 小型泵站常用水泵快速選型表 (續(xù)) 流 量 (L/s) 45022520045020Z LB-70(730, 2176。)20Z LB-100(730,0176。)500Z LB-2(730,0176。)20ZLB-70(730, 0176。, +4176。)20ZL B-70(980,4176。)350HLB1216IBC-40, 20HL-50600HLB12 (980,4176。)20Sh2820Shl9A20Shl920Shl340020ZLB-70(730,4176。)500ZLB-100(730,0176。)400HW-5 (無(wú)錫)14ZLB-70(1460,+4176。)20ZLB-70(730,0176。)14ZLB-70(1460, +6176。)16HBC-30, 400HW8350ZLB-70(+4176。)20ZLB70(980,4176。)400HW-8(730)14Sh28400HW-1214Sh2814Sh19, 20Shl9A14Sh13A20Shl335010ZXB-100 (+6176。)350ZL-160400HW-5 (高郵)14ZXB-100 (+8176。)20ZLB-70(730,2176。、4176。)350QSZ-5, 350ZL100350ZLB-4(1470,0176。)16HB-40, 16HBC-4014ZLB-70(1460,+4176。)350ZLB-70350ZLB-(1460,+4176。)400HL-714ZLB-70(1460,+6176。)350ZLB-70(0176。、+2176。)350ZLB-(0176。、2176。)250ZLB-8(1470,0176。)14Sh19A, 14Sh28350S16, 350HD-20Shl9A14Shl 9, 350S2614Sh13A14Sh13, 14Sh 9B30014ZXB-100((+2176。)350ZLB-100D (980,0176。)14Z LB70(1460,0176。) 14ZXB100(+4176。 、+6176。) 350ZLB-100(1450,0176。)14HB-40 14ZLB-70(1460,0176。) 14ZXB-100350ZLB-(1460,2176。)350ZLB-8514HB-4016HB-40 350ZLB-70(1450,2176。、4176。)350S16A12HB-50T14Sh2814Sh19A, 350S26A14Sh1914Sh13A14Sh13, 14SA10B275350ZL-125(1100,1180)14ZLB-70(980,+6176。)14ZLB-10014ZLB-70 (1460,0176。)14ZLB-70(1460,0176。)350ZLB-(1460,0176。)10ZXB100(+4176。)14HBC-4014ZLB-70(1460,+2176。)12HB-50T12HBC24012HL-5014Sh2814Sh19A 35OS26A14Sh19 , 14Shl3A14Sh13, 12Sh9揚(yáng) 程 (m)1~33~55~77~1010~1515~2020~2525~3030~4040~50 表34 小型泵站常用水泵快速選型表(續(xù)) 流 量 (L/s) 900600ZLB-100(730,4176。)32ZLB-10032ZLB-100A(480,0176。; 580,4176。)600ZLB-160(580,0176。)20ZLB-100S(980,+4176。)28ZLB-70(580,4176。)32ZLB-100A (580, 0176。 、2176。)26HB-40, 26HB-50650HL5700ZLB-100(730,6176。)26HB-40 700HLWB10 (730,0176。)24Sh28A26HB-3028ZLB-70 (730,4176。)24Sh2824Sh19A24Sh19, 24SA1824Sh13800500ZLB100(730,2176。)600ZLB-100(580,0176。)700ZLB125(580,6176。)800ZLB125(485,6176。)32ZLB-100500ZLB-16032ZLB-100A(480,+2176。;580,4176。)20ZLB100S(980,+2176。)32ZLB-100A(580,4176。)500ZLB-(+2176。)500ZLBC125(960,0176。)28ZLB-70(580,2176。)600ZLB-5(730,0176。)600HLB-12(980,0176。)700HLWB10(730,4176。)600HLB-12(980,+2176。)24Sh28A24Sh28, 24SA18A24Sh19A24Sh1924Sh13700500ZLB-125 (730,+2176。)500ZLB-160600ZLB-100(580,2176。)32ZLB-10032ZLB-100A(480, 2176。、4176。)20ZLB-70(980,+4176。)500ZLB-100(980)20ZLB-100S(980,0176。、2176。)32ZLB-100A(580,4176。)500HW-7, 20HL-50500ZLB-85, 500ZLB-720ZLB-70(980,+2176。)20HBC-40600HLB-12(980,2176。)500HW-11600HLB12(980,0176。)600HLB-12A24Sh28A24SA22B24Sh2824Sh19A24Sh1924SA10A60020ZLB-100S(730,0176。、+2176。、+4176。)500ZLB-125(960,4176。;730,0176。)600ZLB100(580,4176。,6176。)500ZLB-160(730,0176。)600ZLB-(580,0176。)20ZLB-70 (980,2176。)20ZLB-100S(980,4176。)32ZLB-100A(480, 2176。)20ZLB-100 (980,0176。)500ZLB-4 (980,0176。)20HBC-40, 500HW620ZLB-70(980, 0176。)(0176。), 20HL-50 600HLB-12 (980,4176。)20Sh28500HL12600HLB-l2(980,2176。)20Sh1920SA2224Sh2820Shl3A20Shl320Sh9A50020ZLB-100S(730,2176。、4176。)500ZLB-125(730, 2176。)20ZLB-70(730,+2176。,+4176。)500ZLB-100(980, 0176。, 2176。)20HBC-4020ZLB-70(980, 4176。)20ZLB-70(980, 2176。)20Sh2816HBC-4020HL-5020Sh19A500S22A16HBC30 20Shl500S22500S3520Shl3, 20Shl3A20Sh9B揚(yáng) 程 (m)1~33~55~77~1010~1515~2020~2525~3030~4040~50水泵選型時(shí),除應(yīng)保證水泵在設(shè)計(jì)揚(yáng)程和設(shè)計(jì)流量下,泵在高效區(qū)運(yùn)行外,還應(yīng)使所選擇的泵在長(zhǎng)期運(yùn)行中,多年平均裝置效率最高。這樣才能保證選型在技術(shù)上先進(jìn),經(jīng)濟(jì)上合理。在工程設(shè)計(jì)中,通常按設(shè)計(jì)流量和節(jié)能要求來(lái)選擇泵型。這種方法是先按中等年份的揚(yáng)程在綜合型譜或快速選型表中選出幾種泵型,并求出各種泵型在設(shè)計(jì)揚(yáng)程下的流量,再以該流量和泵站的總設(shè)計(jì)流量為依據(jù)求出各種泵型所需的水泵臺(tái)數(shù),并對(duì)最大、最小揚(yáng)程進(jìn)行工況校核。然后,根據(jù)所選的水泵設(shè)計(jì)泵站,求出不同揚(yáng)程時(shí)的裝置效率,從而可以求出各種方案的總投資和多年平均的運(yùn)行費(fèi)用,經(jīng)過(guò)技術(shù)經(jīng)濟(jì)分析,最后選擇出最經(jīng)濟(jì)合理的泵型。這種方法既能滿足設(shè)計(jì)年份下?lián)P程、流量的要求,同時(shí)又能保證多年平均裝置效率最高,運(yùn)行費(fèi)用最少。按這種方法進(jìn)行水泵選型的具體步驟如下:(1)根據(jù)當(dāng)?shù)氐慕?jīng)濟(jì)條件和工程的重要性確定設(shè)計(jì)標(biāo)準(zhǔn)。(2)通過(guò)頻率計(jì)算,求出設(shè)計(jì)標(biāo)準(zhǔn)對(duì)應(yīng)的泵站流量。對(duì)于較大的灌區(qū)或排水區(qū),要根據(jù)灌排季節(jié)中流量的變化求出流量過(guò)程線。(3)根據(jù)流量過(guò)程線定出流量變化梯級(jí),再根據(jù)節(jié)省工程投資和運(yùn)行費(fèi)用等要求,初步確定所需水泵臺(tái)數(shù)的范圍,從而定出所要求的單臺(tái)水泵的設(shè)計(jì)流量范圍。(4)用水量加權(quán)平均的方法計(jì)算出50%頻率的中等年份的設(shè)計(jì)凈揚(yáng)程H均凈。同時(shí)計(jì)算出按灌溉設(shè)計(jì)保證率或排澇設(shè)計(jì)頻率相應(yīng)年份的設(shè)計(jì)凈揚(yáng)程H設(shè)凈、以及最大凈揚(yáng)程H大凈和最小凈揚(yáng)程和H小凈。(5)按表32初估管路水頭損失hf ,分別與上面所求出的各種凈揚(yáng)程值H均凈、H設(shè)凈、H大凈、H小凈相加,求出泵站在各種工況下的總揚(yáng)程H均、H設(shè)、H大、H小。(6)用中等年份的泵站總揚(yáng)程H均和初步確定的單臺(tái)水泵的流量,在水泵綜合型譜或快速選型表中選擇幾種效率較高的水泵,作為不同的選型方案。(7)按所確定的設(shè)計(jì)揚(yáng)程H設(shè)求出所選的幾種水泵的設(shè)計(jì)流量Q設(shè),并根據(jù)泵站的總設(shè)計(jì)流量Q站,求得該泵站的相應(yīng)水泵臺(tái)數(shù)。(8)校核水泵在最大揚(yáng)程、最小揚(yáng)程等各種工況下是否發(fā)生汽蝕、振動(dòng)、超載等現(xiàn)象。 (9)計(jì)算不同選型方案的泵站工程投資。(10)根據(jù)不同方案的裝置情況,求出不同工況下的泵站裝置效率和多年平均運(yùn)行費(fèi)用。(11)進(jìn)行技術(shù)經(jīng)濟(jì)比較,最后選擇出最優(yōu)方案。 對(duì)于小型泵站工程,在工程投資相差不大的情況下,可以采用多年平均泵站效率的高低作為水泵選型的主要依據(jù)。這樣可以使水泵選型的計(jì)算工作大為簡(jiǎn)化。第4章 動(dòng)力機(jī)的選型配套 常用動(dòng)力機(jī)小型泵站常用動(dòng)力機(jī)類型主要有電動(dòng)機(jī)和柴油機(jī)兩種。少量的
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