某村5000亩农田土地整理工程(水利措施、农业措施、林业措施、科技措施)建设方案书

(可行性研究报告) 1 2 3 4 5 5 6 8 8 9 21 31 32 40 40 42 42 43 43 46 48 51 56 61 61 77 77 81 82 86 86 95 95 11.1项目背景21.2编制依据；；31.3项目建设的任务与目标41.4项目建设地点、规模、内容与工期51.5投资估算和资金筹措1.6效益分析与财务评价结论61.7组织机构和管理782.1自然概况2.1.1地理位置及范围92.1.4水资源及利用现状(m3/h)(kva)(kw)(m)(m)体有集所有人所#然灾害2.2社会经济状况政与农民收入2.3基础设施状3.1项目区农业生产的制约因素3.2项目建设的必要性3.3项目建设的可行性4.1农业生产现状4.2农业生产方案发展目标4.2.2农业种植结构4873物产量指标4.2.4主要作物优良品种5.1水资源分析5.2土地资源分析积林5.3水供需平衡分析方法5.4灌溉可供水资源8281月6436740279125321889944464409312井灌区333.0696.93份74.7640.2558.389942913项目区5.5项目区现状年水供需平衡分析额2422424η9η7η5η8η状年水供需分析789783.106.95844.86754.20619948.491.45.452.840061.3600量96.952-25.0448.494.65648.49-12.9349.00-43.78.367.36-3.6323.342-2.1823455.6项目区设计水平年水供需平衡分析66666666566666666666666612345678912345678912345瓜米打玉66666667891234量8733348.72726.36758844.790.75.75.757475.53.535750049.0044.7996.95244.795354.65654.61.753.34.7574.4023456.2规划原则6.3建设标准GB5084GBT20203-20066.4开发任务6.5规划布局及技术方案选择择模GB/T502886.6建设内容mhJJJJJJQJ73(km)(m)7.266.24序号12小计2--7.1田间灌溉工程与灌水技术GB/T50288-99GB/T50485-2009GB/T50363-2006GBT20203-2006GB5084-2005GB/T15776-2006GB6001-198544平衡计算10IaAQ=ntdaa0aa0m/h；mmd0；d7.1.5设计基本参数的确定aCOaCCOCOOCOmaxmaxminmax4.0.10-1maxθ,maxmin重%%m3麦米瓜小玉打T=(m/I)maxmaxaT<Tmaxmax4.0.11-1-2mm/dd6.396.855.07d6.06.0Mm31.9734.2625.38麦米瓜小玉打dadd4.0.12-1-2L：额mmmm期dm3作小eldel:t=4h；t=4h。t=4h；v2vdammaN=246，N=277，N=253mmL=73.8m，L=83m，L=76.152-1、2-2-4-5、2-67、2-82-9、2-102-11、2-122-13、2-142-15、2-162-17、2-18201、3-23-6-83-9、3-103-11、3-123-13、3-143-15、3-163-17、3-18123456789204545457560606060606060606060151515151515151515151515151515151515151515151515Q=N×q毛il/h)小麦Q=300L/h。3支毛玉米Q=400L/h。3支毛打瓜Q=400L/h。3支毛Q=300×60/0.6/1000×2=60m3/h。农60m3/h。干168.254#168.25ISBN7－5084毛0.505、1.75、4.75；NdL/h；So.25%mm.625m-0.20m116.4600.00600.6m%-0.12mjj(mm)(mm)(m)O37.00694.22干管O-A47120.01.87150.6160UPVC(0.6)0.870.139.000.2226.22694.0A-BB-CC-C1UPVC(0.6)UPVC(0.6)UPVC(0.6)2.232.230.930.330.330.140.722.3224.1622.2022.13C1-C2C2-C3C3-C4UPVC(0.6)UPVC(0.6)UPVC(0.6)0.280.280.2821.593.524.725.9221.2020.26C4-C5C5-C6C6-C7UPVC(0.6)UPVC(0.6)UPVC(0.6)0.280.280.2823.7325.8627.99.428.62C7-C8C8-C9C9-C1060.00.94UPVC(0.6)UPVC(0.6)UPVC(0.6)0.540.280.280.0830.1332.2632.89器设计H=H+ΔH+(z-z)0j120j12H=57m；总QmhKPS=11+pkncos02212C=1435/[1+2100(D-A)/AA]0.5sssⅠⅠ一二三四五"Φ160Φ160Φ160Φ160Φ160Φ160亩套套个个个个个个个个个m个个个个个个个个个个个个个个个个个个个111213434612482266502680KVA663311Ⅱmm7.2农业措施Q=mb2gH3/200 kkk。(m3/s)(m)4444444444444444444467.3防护林体系建设7.4工程内容及工程量mmmmmm43736212345亩33333333322680KVA200m³/h2"80KVA200m³/h2"，200Lmmmmm个个个个个个个个个个个个个个个一1234二123m3个m3m3mtm3m3m3亩亩株亩三1253亩4亩20008.1投资估算；；独独费立用57.9257.9239.3823.680.358.91348.4396.65236.843.5222.739.09477.3857.9257.92387.8185260.523.878.918.9122.739.0970.72%ⅡⅢⅣⅤ148.715.80625.7556.30675.00675.0022.03%0.86%2.57%3.81%100.00%亩座座m2m437362一名)格250QJ125-6480KVA200m³/h3"4"8"8"12"-8"8"0.6MPa套套套套个个个个个个个个个m个620304030406012020213007500023500859.00460.00380.001250.00120.00162.00205.0035.0040.0025.80118.5036.003195.0011250.003525.00128.8546.0038.00125.0012.0016.2020.503.504.002.5811.853.60348.4396.6521.3045.0023.500.860.460.761.250.360.650.620.140.240.031.420.0739.3814.203.206.753.530.130.050.080.130.040.060.060.010.020.000.140.01二三四16011016-0.3-1.8Φ160Φ160Φ160Φ160160160-1108mm16016016016018-150160160-9090mmm个个个个个个个个个个个个kg个个个个个个个个个个个个22132.634472.850489996813621682832832835665665665665058333.3201166640120804032040300333329.1126.580.1686.90111.60140.0077.60145.385.622.810.43.53.23.21.050.00.5120.01.042.027.022.0140.02.058.635.07.588.02.912.660.028.6911.1614.007.7614.538.562.281.040.350.320.320.105.000.0512.000.104.202.702.2014.000.205.863.500.758.80236.8464.4391.6480.773.520.591.520.290.130.9911.422.420.650.290.200.180.180.060.252.920.241.140.170.320.180.560.060.231.050.020.2923.686.449.168.080.350.060.150.030.010.101.140.240.060.030.020.020.020.010.030.290.020.110.020.030.020.060.010.020.110.000.03C10#砼m3140.0401.245.634二1亩tt亩3522248.2资金来源与筹