12.16-hj-宿城区农用泵站水电转换系数计算分析表

编号：19ZH-092版权声明：未经授权，任何单位、个人不得抄录、翻印、传播或他用密级：内部资料宿迁市宿城区农业水价综合改革以电折水计量、水电转换系数测定及相关技术咨询服务项目农用泵站水电转换系数计算分析表（全1册，共303座泵站）南通大学二一九年十二月十五日目 录01、埠子镇农用泵站水电转换系数计算分析表102、罗圩乡农用泵站水电转换系数计算分析表303、陈集镇农用泵站水电转换系数计算分析表604、龙河镇农用泵站水电转换系数计算分析表805、洋北镇农用泵站水电转换系数计算分析表1006、三棵树街道农用泵站水电转换系数计算分析表1207、南蔡乡农用泵站水电转换系数计算分析表1308、屠园乡农用泵站水电转换系数计算分析表1409、中扬镇农用泵站水电转换系数计算分析表1610、郑楼镇农用泵站水电转换系数计算分析表2011、蔡集镇农用泵站水电转换系数计算分析表2112、王官集镇农用泵站水电转换系数计算分析表2313、耿车镇农用泵站水电转换系数计算分析表2514、黄墩镇农用泵站水电转换系数计算分析表2715、皂河镇农用泵站水电转换系数计算分析表2916、河滨街道农用泵站水电转换系数计算分析表3017、支口街道农用泵站水电转换系数计算分析表3118、洋河镇农用泵站水电转换系数计算分析表32埠子镇施测农用泵站水电转换系数计算分析表序号泵站编号泵站名称泵机数量水泵型号电机功率（KW）实测电量（KWh）集成法实测水量（m3）容积法实测水量（m3）平均出水量（m3）以电折水系数（m3/KWh）备注120190920-101大庄站泵站2400HW557.01208.63201.36205.0029.24单灌220190920-102大西北电灌站3400HW304.23165.97170.22168.1039.74单灌320190920-103陆圩电灌站1400HW303.93157.13159.93158.5340.34单灌420190920-104蔡庄电灌站1250HW152.0768.2470.2469.2433.45单灌520190920-105新发电灌站1200HW151.9867.5965.3766.4833.58单灌620190920-106破圩电灌站1300ZLB374.38154.71157.17155.9435.60单灌720190920-107夏庄电灌站2400HW374.37191.58193.55192.5744.07单灌820190920-108杜楼王庄电灌站1350HW304.64152.19158.06155.1333.43单灌920190920-109朱庄组电灌站1400HW304.22167.94171.43169.6940.21单灌1020190920-110渠北村胡庄组电灌站1500HW558.75304.75298.36301.5634.46单灌1120190920-111渠北张庄电灌站2350HW304.58144.86147.53146.2031.92单灌1220190920-112渠北村部电灌站1400HW304.16174.38169.38171.8841.32单灌1320190920-113杨垣三队电灌站1350HW304.31138.46142.73140.6032.62单灌1420190920-114姬杨电灌站1400HW375.14192.25187.36189.8136.93单灌说明：用电量匹配水量均按10分钟折算；根据现场条件选择施测方法；施测过程及其方法分析在技术报告中论证；泵站泵机为不同型号、功率，以电折水系数为泵站所有泵机总出水量除以泵机总用电量。埠子镇率定农用泵站水电转换系数计算分析表序号泵站编号泵站名称建设时间泵机数量水泵型号电机功率（KW）率定用电量（KWh）率定出水量（m3）以电折水系数（m3/KWh）备注120191023-1-001杨垣村段墩组20081400HW304.16167.5140.27单灌220191023-1-002杨垣村小柏庄20161350HW304.05156.2838.59单灌320191023-1-003杜楼村力河组20081400HW304.16167.5140.27单灌420191023-1-004大西村南站20082400HW557.43192.6825.94单灌说明：采用“水泵型号-电机型号-扬程-使用年限”方法率定；率定方法分析在技术报告中论证。罗圩乡施测农用泵站水电转换系数计算分析表序号泵站编号泵站名称泵机数量水泵型号电机功率（KW）实测电量（KWh）集成法实测水量（m3）容积法实测水量（m3）平均出水量（m3）以电折水系数（m3/KWh）备注120190920-201秦祠5组站1400HW354.44187.76183.67185.7241.83单灌220190920-202秦祠5组站21300QS374.68148.12152.96150.5432.17单灌320190920-203古路北站1500HW304.82276.04281.35278.7057.82单灌420190920-204罗圩4组站1350HW304.37154.28151.09152.6934.94单灌520190920-205三湖3组站1500HW558.29302.32294.18298.2535.98单灌620190920-206三湖4组站1400HW374.79185.52192.31188.9239.44单灌720190920-207古路5组站1400HW304.19171.56179.47175.5241.89单灌820190920-208古路中沟八组站1400HW374.63180.63185.29182.9639.52单灌920190920-209张庄站2500ZLB456.04296.54290.52293.5348.60双灌1020190920-210统计站2350HW304.28145.97147.68146.8334.30双灌1120190920-211武圩南站1400HW374.88182.57177.73180.1536.92单灌1220190920-212卤庄站1400HW374.91187.28181.29184.2937.53单灌说明：用电量匹配水量均按10分钟折算；根据现场条件选择施测方法；施测过程及其方法分析在技术报告中论证；泵站泵机为不同型号、功率，以电折水系数为泵站所有泵机总出水量除以泵机总用电量。罗圩乡率定农用泵站水电转换系数计算分析表序号泵站编号泵站名称建设时间泵机数量水泵型号电机功率（KW）率定用电量（KWh）率定出水量（m3）以电折水系数（m3/KWh）备注120191023-2-001罗圩四组站20111300HW222.8194.4633.62单灌220191023-2-002罗圩二组站20111300HW222.8194.4633.62单灌320191023-2-004古路六组站19861400HW374.80181.7937.87单灌420191023-2-005古西光明一站19991350HW304.05146.2836.12单灌520191023-2-006古西光明二站20111350HW304.05146.2836.12单灌620191023-2-007古西七组站20031800ZLB7511.43486.5142.56单灌720191023-2-008武圩二支沟站20112350HW304.05146.2836.12双灌820191023-2-009武圩站20141400HW374.80181.7937.87单灌920191023-2-010长庄五组站20101250HW151.9867.5934.14单灌1020191023-2-011长庄七组站20051250HW151.9867.5934.14单灌1120191023-2-012长庄十二组站20041200HW111.3147.6236.35单灌1220191023-2-013长庄一组站20041250HW151.9867.5934.14单灌1320191023-2-014长庄九组站20041200HW111.3147.6236.35单灌1420191023-2-015长庄六组站20041250HW151.9867.5934.14单灌1520191023-2-016长庄夹河电灌站20072500ZLB557.77314.2940.45双灌1620191023-2-017塘圩胜利二组站20132400HW374.80181.7937.87双灌1720191023-2-018塘圩胜利一、九组站20061350HW304.05146.2836.12单灌1820191023-2-019塘圩胜利三、八组站20081300HW222.8194.4636.12单灌1920191023-2-020塘圩二组站19951350HW304.05146.2836.12单灌2020191023-2-021塘圩五组电灌站19951350HW304.05146.2836.12单灌说明：采用“水泵型号-电机型号-扬程-使用年限”方法率定；率定方法分析在技术报告中论证。序号泵站编号泵站名称建设时间泵机数量水泵型号电机功率（KW）率定用电量（KWh）率定出水量（m3）以电折水系数（m3/KWh）备注2120191023-2-022塘圩高效节水泵站20182250HW222.6771.6426.83双灌2220191023-2-023平楼李宅罗陈闸站20141300HW222.8194.4633.62单灌2320191023-2-024平楼烟店站20181350HW304.05146.2836.12单灌2420191023-2-025平楼六组电灌站20061400HW374.80181.7937.87单灌2520191023-2-026平楼四组站20161400HW374.80181.7937.87单灌2620191023-2-027平楼三组站20091350HW304.05146.2836.12单灌2720191023-2-028平楼八组站20131400HW374.80181.7937.87单灌2820191023-2-029平楼八组站20181300HW222.8194.4633.62单灌2920191023-2-030平楼农科站20131400HW374.80181.7937.87单灌3020191023-2-031秦祠王庄站20131400HW374.80181.7937.87单灌3120191023-2-032秦祠刘庄陈士彬电灌站1990122HB507.03373.7853.17单灌3220191023-2-033秦祠电灌站20091350HW304.05146.2836.12单灌3320191023-2-034郭庙太皇站20111350HW304.05146.2836.12单灌3420191023-2-035郭庙二组站20001350HW304.05146.2836.12单灌3520191023-2-036郭庙宋庄六组站20181250HW151.9867.5934.14单灌3620191023-2-037郭庙站20141500ZLB557.77314.2940.45单灌3720191023-2-038郭庙横路电灌站20181350HW304.05146.2836.12单灌3820191023-2-039郭庙李瑶电灌站20111350HW304.05146.2836.12单灌说明：采用“水泵型号-电机型号-扬程-使用年限”方法率定；率定方法分析在技术报告中论证。陈集镇施测农用泵站水电转换系数计算分析表序号泵站编号泵站名称泵机数量水泵型号电机功率（KW）实测电量（KWh）集成法实测水量（m3）容积法实测水量（m3）平均出水量（m3）以电折水系数（m3/KWh）备注120190921-301龙潭站3400HW558.12200.69204.36202.5324.94单灌220190921-302龙潭沙东站1250HW151.5466.1468.7567.4543.80单灌320190921-303五堡站2400HW456.01192.36187.47189.9231.60单灌420190921-304闸塘站2400HW304.26114.32118.42116.3727.32单灌520190921-305伏尧15组站2500ZLB556.88312.02301.77306.9044.61排灌620190921-306伏尧泵站二2400HW374.56188.54181.95185.2540.62单灌720190921-307伏尧泵站一2400HW374.62187.85179.59183.7239.77单灌820190921-308仓王南站1400HW374.58182.06176.48179.2739.14单灌920190921-309仓王11组站1300HW152.2582.2385.1983.7137.20单灌说明：用电量匹配水量均按10分钟折算；根据现场条件选择施测方法；施测过程及其方法分析在技术报告中论证；泵站泵机为不同型号、功率，以电折水系数为泵站所有泵机总出水量除以泵机总用电量。陈集镇率定农用泵站水电转换系数计算分析表序号泵站编号泵站名称建设时间泵机数量水泵型号电机功率（KW）率定用电量（KWh）率定出水量（m3）以电折水系数（m3/KWh）备注120191023-3-001仓王北站20141400HW374.80181.7937.87单灌220191023-3-002仓王8家站20071300HW152.2582.8236.81单灌320191023-3-003仓王7组站20071300HW152.2582.8236.81单灌420191023-3-004仓王1组站20171350HW223.17123.7939.05单灌520191023-3-005仓王4组站20161250HW111.4249.9335.16单灌620191023-3-006陆圩1站20172400HW9012.18193.3615.88单灌720191023-3-007陆圩2站20171350HW223.17123.7939.05单灌820191023-3-008旗杆站20101400HW404.83182.0737.70单灌920191023-3-009陈集站20101400HW404.83182.0737.70单灌1020191023-3-010伏尧3站20191200HW111.3147.6236.35单灌1120191023-3-011徐元站20162400HW557.43192.6825.94单灌1220191023-3-012王庄站20171400HW9012.18193.3615.88单灌1320191023-3-013李圩站20171500HW558.26303.9636.78单灌1420191023-3-014仓王5组站20171400HW9012.18193.3615.88单灌1520191023-3-015陈中站20172500ZLB557.77314.2940.45单灌1620191023-3-016陈集电灌站20104800ZLB16021.371020.0747.73单灌说明：采用“水泵型号-电机型号-扬程-使用年限”方法率定；率定方法分析在技术报告中论证。龙河镇施测农用泵站水电转换系数计算分析表序号泵站编号泵站名称泵机数量水泵型号电机功率（KW）实测电量（KWh）集成法实测水量（m3）仪表法实测水量（m3）容积法实测水量（m3）平均出水量（m3）以电折水系数（m3/KWh）备注120190920-401徐洼站4700HD25032.46784.62753.29768.9623.69单灌220190921-402秦沟站4700HD18023.57734.50719.97727.2430.85排灌320190921-403夹河电站2400HW374.82181.46187.47184.4738.27单灌420190921-404双蔡南站2400HW374.85179.63174.29176.9636.49单灌520190921-405双蔡北站2400HW374.79177.94173.58175.7636.69单灌620190921-406姚河电灌站2400HW304.54173.02169.08171.0537.68单灌720190921-407徐庄站2500HW7511.92344.59329.18336.8928.26排灌820190921-408桥庄站3400HW374.67182.31186.33184.3239.47单灌920190921-409祠堂村林西电灌站1400HW304.44171.36167.34169.3538.14单灌1020190921-410沈桥二站1400HW374.82183.24175.89179.5737.25单灌1120190921-411前罗站1350HW223.07166.15163.22164.6953.64单灌1220190921-412秦圩一站1500ZLB223.51170.81164.76167.7947.80单灌1320190921-413秦圩二站1400HW304.41164.32160.51162.4236.83单灌1420190921-414马庙电灌站1350ZLB223.23152.14159.21155.6848.20单灌1520190921-414靳庄站1200HW111.3147.6248.0847.8535.89单灌1300HW222.8399.28100.2699.77说明：用电量匹配水量均按10分钟折算；根据现场条件选择施测方法；施测过程及其方法分析在技术报告中论证；泵站泵机为不同型号、功率，以电折水系数为泵站所有泵机总出水量除以泵机总用电量。龙河镇率定农用泵站水电转换系数计算分析表序号泵站编号泵站名称建设时间泵机数量水泵型号电机功率（KW）率定用电量（KWh）率定出水量（m3）以电折水系数（m3/KWh）备注120191023-4-001挑沟村林场站20131250HW151.9867.5934.14单灌220191023-4-002挑沟村蔡六圩站20132400HW374.80181.7937.87单灌320191023-4-003挑沟村后罗站20121400HW374.80181.7937.87单灌420191023-4-004挑沟村赵庄站20071250HW151.9867.5934.14单灌520191023-4-005挑沟李庄站20131300HW222.8194.4633.62单灌620191023-4-006陈圩村电灌站站20131400HW374.80181.7937.87单灌720191023-4-007祠堂村朱庄电灌站20161400HW374.80181.7937.87单灌820191023-4-008祠堂村胡庄泵站20061200HW111.3147.6236.35单灌920191023-4-009大罗大庄站20162400HW374.80181.7937.87单灌1020191023-4-010大罗张庄站20131400HW304.16167.5140.27单灌1120191023-4-011大罗汉宅站20112400HW374.80181.7937.87单灌1220191023-4-012大罗后罗站20102400HW374.80181.7937.87单灌1320191023-4-014龙集村逍遥站20191200HW222.0768.0932.89单灌1420191023-4-016桥庄村桥庄二站20161350ZLB374.61152.7933.14单灌1520191023-4-017沈桥村一站20113400HW374.80181.7937.87单灌1620191023-4-018沈桥村朱王站20162400HW374.80181.7937.87单灌1720191023-4-019姚庄站20152400HW374.80181.7937.87单灌说明：采用“水泵型号-电机型号-扬程-使用年限”方法率定；率定方法分析在技术报告中论证。洋北镇施测农用泵站水电转换系数计算分析表序号泵站编号泵站名称泵机数量水泵型号电机功率（KW）实测电量（KWh）集成法实测水量（m3）容积法实测水量（m3）平均出水量（m3）以电折水系数（m3/KWh）备注120190922-501槐树电站1400HW304.02158.54161.37159.9639.79单灌220190922-502罗庄二站1400HW304.09156.28160.29158.2938.70单灌320190922-503老庄七队电灌站1400HW304.08154.57158.74156.6638.40单灌420190922-504老庄四站1350ZLB111.7787.0490.2488.6450.08单灌520190922-505老庄五站1350ZLB111.7992.6489.3290.9850.83单灌620190922-506老庄六站1350ZLB111.7688.1990.7989.4950.85单灌720190922-507老白庄站1350ZLB223.02143.29147.08145.1948.07单灌820190922-508白庄站1500ZLB223.54177.26181.24179.2550.64单灌920190922-509周庄站1500ZLB456.87289.72293.56291.6442.45单灌1020190922-510潘庄泵站1350ZLB223.17154.36159.53156.9549.51单灌1120190922-511吴庄站1500ZLB558.03302.69296.83299.7637.33单灌1220190922-512陆庄站1350ZLB223.44146.82151.34149.0843.34单灌1320190922-513老庄站1350ZLB111.6779.3182.1180.7148.33单灌说明：用电量匹配水量均按10分钟折算；根据现场条件选择施测方法；施测过程及其方法分析在技术报告中论证；泵站泵机为不同型号、功率，以电折水系数为泵站所有泵机总出水量除以泵机总用电量。洋北镇率定农用泵站水电转换系数计算分析表序号泵站编号泵站名称建设时间泵机数量水泵型号电机功率（KW）率定用电量（KWh）率定出水量（m3）以电折水系数（m3/KWh）备注120191023-5-005罗庄站20131QXG600304.1786.3520.71单灌220191023-5-006张庄二级站20131QXG21009012.13292.6324.12单灌说明：采用“水泵型号-电机型号-扬程-使用年限”方法率定；率定方法分析在技术报告中论证。三棵树街道施测农用泵站水电转换系数计算分析表序号泵站编号泵站名称泵机数量水泵型号电机功率（KW）实测电量（KWh）集成法实测水量（m3）容积法实测水量（m3）平均出水量（m3）以电折水系数（m3/KWh）备注120190929-601圩北站1400HW374.66188.24183.75186.0039.91单灌220190929-602前周站3500ZLB223.48179.61173.64176.6350.75单灌320190929-603鲍庄站1350QS402.73145.17151.21148.1954.28单灌420190929-604丁圩站2400HW374.47190.75188.09189.4242.38单灌520190929-605佟圩站1350HW303.02151.89156.73154.3151.10单灌说明：用电量匹配水量均按10分钟折算；根据现场条件选择施测方法；施测过程及其方法分析在技术报告中论证；泵站泵机为不同型号、功率，以电折水系数为泵站所有泵机总出水量除以泵机总用电量。南蔡乡施测农用泵站水电转换系数计算分析表序号泵站编号泵站名称泵机数量水泵型号电机功率（KW）实测电量（KWh）集成法实测水量（m3）容积法实测水量（m3）平均出水量（m3）以电折水系数（m3/KWh）备注120190929-701蔡庄站1350HW374.79151.54157.32154.4332.24单灌220190929-702乔东站1350HW374.68154.23156.93155.5833.24单灌320190929-703新蔡南站2350HW304.20145.12142.19143.6634.20单灌420190929-704长庄站1350HW455.06160.08163.77161.9332.00单灌520190929-705下坝西站1350HW374.71156.97153.74155.3632.98单灌说明：用电量匹配水量均按10分钟折算；根据现场条件选择施测方法；施测过程及其方法分析在技术报告中论证；泵站泵机为不同型号、功率，以电折水系数为泵站所有泵机总出水量除以泵机总用电量。屠园乡施测农用泵站水电转换系数计算分析表序号泵站编号泵站名称泵机数量水泵型号电机功率（KW）实测电量（KWh）集成法实测水量（m3）容积法实测水量（m3）平均出水量（m3）以电折水系数（m3/KWh）备注120190923-801宋坝灌排站1500ZLB456.91298.57293.27295.9242.82排灌220190923-802程庄站2400HW304.47155.85151.46153.6634.37单灌320190923-803张稿新建灌溉泵站二1400HW558.42192.92187.64190.2822.60单灌420190923-804谢庄泵站2500ZLB456.58303.85306.71305.2846.40排灌520190923-805张稿新建灌溉泵站一1400HW558.48189.37193.22191.3022.56单灌620190923-806孙庄站2500HW558.3630