寺家庄河道治理项目建议书

'王坡乡寺家庄河道治理工程项目建议书承办单位：王坡乡寺家庄村委法人代表：赵朱龙呈报时间：二00九年九月14 1.项目建设的必要性和任务1.1绪言寺家庄河道地处滹沱河流域南甸河支流上游寺家庄村，据2008年资料统计，寺家庄村人口1400人，土地面积9800亩，耕地面积1100亩，工农业总产值4200万元，人均收入3574元。寺家庄村地处平山县北部山区，位于陈孟公路和天台山旅游路沿线，是平山县天台山、藤龙山旅游景区的交通要塞。近年来，该村经济社会快速发展，绿色食品基地建设初具规模，石材加工已具雏形，石材市场正在形成。寺家庄河道东岸紧靠陈孟路，2005年建设陈孟路时进行了护堤，但是西岸尚未加固护堤。由于河水长期冲蚀和洪水冲刷，西岸耕地不断冲毁流失，河道越来越靠近村庄房屋，严重地威胁到群众的生命财产安全。因此，治理河道，兴利除害，刻不容缓。为贯彻落实《水利产业政策》，促进水资源的合理开发和可持续利用，有效防治自然灾害，缓解水利对国民经济发展的制约，改善投资环境，特编制该项目建议书。1.2项目建设的依据《南甸河流域综合规划报告》；《2008年王坡乡政府工作报告》；1.3项目建设的必要性工程建设的必要性：14 （1）、滹沱河南甸河支流具有山区性河流洪水暴涨的特点，洪涝灾害是主要的自然灾害，多次造成堤岸冲垮，河水泛滥，严重制约着寺家庄村经济发展。如96年的特大洪灾，冲毁耕地、道路、房屋被淹，造成300多万元的经济损失；（2）、现有河道西侧堤岸标准低，大多为简易砂质土堤，断面较小，未加任何护砌且不完善，加上缺乏行之有效的管理，防洪能力低，一些堤段防洪标准不足五年一遇，存在严重安全隐患；（3）、流域内矿藏丰富，矿产大量开采，造成日趋严重的水土流失；沿河跨河建筑物及人为采砂活动，严重侵蚀河床，河道两岸自然坡面淘空、坍塌，缩小行洪断面，加重洪涝灾害；（4）、寺家庄河道上游的天台山旅游区和藤龙山旅游区快速发展，给寺家庄等下游区域的经济发展带来难得的机遇，绿色食品基地建设和石材市场发展，必将极大地提升整个区域的经济发展水平，而成为当地重要的经济增长点。因此，加强寺家庄河道防洪建设，发挥其与日俱增的防洪效益，是切实可行、十分必要的。1.4项目建设的任务寺家庄河道治理工程范围自通村桥至天台山旅游路寺家庄大桥，河段全长0.5KM，河道设计底宽30M。工程内容为疏浚河道0.5KM,新建石堤0.5KM，建步行桥一座，建塘坝一座。该工程建成后，寺家庄河道防洪标准将提高到20年一遇，可保护人口1400人，耕地215亩，养殖面积50亩，陈孟线、天台山旅游路两条交通主干线，为寺家庄村经济快速发展提供重要保障，其社会、经济和生态效益十分显著。14 2建设条件2.1水文2.1.1自然地理及河流水系寺家庄河道河流源于天台山，涉及湾子、海眼、营盘，冷泉，流域面积58.1KM2.，流程短促，自成水系，自北向南汇入南甸河。河流水量季节性变化明显，汛期水量丰富，骤涨骤落，旱季则易干；河水含沙量，除局部地区外，一般不大。2.1.2流域概况寺家庄河道为南甸河主要支流，发源于平山县北部的天台山（海拔1250m），流域面积58.1平方公里，主河道长5公里，平均坡降4.68‰，该河流经寺家庄、下观、东王坡等村汇入南甸河流域。2.1.3工程现状⑴因陈孟公路建设需要，寺家庄河道东岸已经进行了护坡。沿河道东岸已经修建总长约0.8km的重力式挡土墙，墙体为浆砌毛块石，墙高2-4m，河道西岸为简易土堤，西侧为农田和民居，河水冲蚀严重。通村桥到天台山旅游路寺家庄大桥西岸堤长0.5km；（2）寺家庄河道由于长期的河水流沙沉淀和矿产品废料排泄，淤泥剧增，河道变浅，河道深度在2米—2.5米，严重影响汛期泄洪安全。2.1.4气候特性寺家庄属于14 半湿润季风大陆性气候。其主要特点是：四季分明，季节性强，光照充足，降水量偏少，夏暑冬寒，温差较大。受大气环流分布的制约表现为春暖夏热秋爽冬寒。年平均气温12.7℃。年最热月份是7月，平均气温26.3℃；最冷月份是1月，平均气温—8.2℃。2.1.5径流和洪水寺家庄河道流域内降雨年内分配不均匀，春、秋、冬多干旱少雨，河道河流很小，平均径流200mm-800mm。汛期多集中在7-9月份，降雨强度大，降雨量约占全年60%，洪水涨落快，具有山区性河流洪水暴涨暴落的特点，峰型以单峰居多。流域内没有水文测站。2.2地质寺家庄所在位置属华北自然区，山西断隆的中部靠东缘的部位；由于历经多次的地壳运行和长期的剥蚀堆积，形成了三面环山、朝南敞开、呈簸萁状的地貌轮廓。总的地势是，自东南向西北逐渐增高，集山区、丘陵、河滩为一体。　　寺家庄河道离山较远，两岸地势较为平缓。下游地势较低，河床较浅，东岸因防洪公路建设需要，已修筑防洪石堤，西岸段（尤其在侵蚀岸及开采河砂的岸段）侵蚀塌岸较严重，危及岸线堤基稳定，严重影响着群众的生命财产安全和耕地保护。3建设规模3.1建设标准14 寺家庄河道河道治理工程防洪标准为二十年一遇，河道两岸排水排涝采用五年一遇24小时暴雨24小时排完的排涝标准设计。3.2项目建设规模寺家庄河道治理工程范围自通村大桥到天台山旅游路寺家庄大桥，河段全长0.5KM，河道设计底宽30M。工程规模为完成河道疏浚0.5KM，新建石堤0.5KM，建步行桥一座，塘坝一座。估算总投资38万元。4主要建筑物布置4.1石堤：浆砌石堤断面根据不同河段的地形、地质条件和堤高选用陡墙式浆砌石结构，墙顶宽度1m，迎水坡坡比2.5：0.8，基础埋深1.0m,为浆砌条石；墙高2.5m，为浆砌块石结构，墙背后夯填砂卵石至设计洪水位后，再回填砂质土，墙背回填宽度5m。4.2.步行桥：水泥钢筋混凝土结构，长30m，宽3m。4.3塘坝：长30m，宽5m，深埋2米，高2米，陡墙式浆砌石结构，水泥抹面。5.工程施工5.1施工条件寺家庄河道治理工程范围通村桥至天台山旅游路寺家庄大桥，河段全长0.5KM，河道设计行洪宽度30M。河道治理工程地处陈孟公路、天台山旅游路西侧，跨越寺家庄村，堤线沿河岸布置，交通便利，便以施工作业。施工用水可直接取用溪水；施工用电可就近变压器架设用电线路；施工所用水泥、钢材、石料，可就近材料市场购买；砂料可直接取用河道天然砂砾。14 5.2施工导流主体工程施工主要安排在枯水期施工，其施工导流采用枯水期导流。为了满足河滩堤脚砌筑要求，在顺堤脚处外侧，予留土埂或开挖土料堆填成土围堰；部分低洼处地下水位较高，渗流量大，防洪堤基础开挖时，需配置抽水设备进行基坑排水。5.3主体工程施工5.3.1石堤工程施工石堤工程主要工作有堤基开挖、堤脚及堤身砌筑、堤后回填等内容。基础开挖时，由于堤基地下水位较高，渗流量大，开挖土料堆填成土围堰，并配备足够抽水设备进行基坑排水。堤脚及堤身砌筑采用浆砌石材料，堤后采用砂砾石回填。5.3.3河道疏浚河道疏浚结合堤脚压载平台土方施工，以机械施工为主。5.3.4步行桥建设在通村桥和天台山旅游路寺家庄大桥中间，建步行桥一座，一是为了方便群众出行，二是为在河道西侧建设旅游商品市场解决交通问题。在设计上，既要注重实用性，又要突出观赏性，力争把大桥建成独具特色的一个景点。5.35塘坝建设在步行桥南，建塘坝一处，长30m，宽5m，深埋2米，高2米，陡墙式浆砌石结构，以蓄积河水，形成瀑布景观。5.4施工总布置本工程对外交通便利，工程所需三材可由孟陈公路、天台山旅游路和沿途镇村公路直接运至现场。工程所需石料和外采土料运输等需要修建场内便道，施工便道可顺堤线布置。14 施工布置包括砂石料场、拌和站、仓库等设施。在施工程序上，先疏浚河道，再建步行桥和塘坝，最后垒堤坝。5.5施工总进度根据施工条件、工程量，本工程计划施工总工期180天，资金到位开工建设。主体工程安排在枯水期实施。施工前应做好各项前期准备工作，备足材料，合理安排组织好施工人员和施工进度计划。鉴于工程任务重，工期紧、施工季节性强等因素，计划分段实施。先疏浚河道，然后步行桥、塘坝、堤坝一并开工，统筹兼顾，交叉作业。6.工程占地处理经过量算，本工程需临时用地10亩作为料场，砍伐林木200棵。7.环境影响7.1环境现状根据寺家庄河道的水质监测结果，均出现超V类水质标准，超标污染物为粪大肠菌、CODcr、总磷、非离子氨，水体都不同程度滋生绿色藻类，致使水体感观较差，水体已受严重污染。7.2环境影响评价7.2.1对自然环境的影响14 本工程对现有的自然环境中的气候、水文等都不会产生不利影响，河床整治和岸坡砌筑，将大大改善水流边界条件，加快河流流速，减少水土流失、污水回流和泥沙淤积，从而有利于水质改善。同时，对于优化农村生活环境和天台山旅游环境，建设宜居农村具有重要意义。但是河道治理必须清除土堤上和河道内树木，对植被有一定的影响。7.2.2施工期影响工程建设过程中，大量的土石方开挖会局部破坏山地的植被，施工中沙石料运输、堆放等带来的扬尘和噪音对周围环境有一定的影响。7.2.3评价结论综上所述，该工程的建成将有利于水质及两岸交通条件的改善，优化群众生产生活环境和旅游环境，社会效益、经济效益显著。对环境的影响利大于弊，不利影响主要是施工期的临时影响，只要解决好施工期的环境保护工作，加强施工管理，就可将不利影响降至最低程度。因此，从永久环境保护角度分析，本工程建设是可行的、合理的。8投资估算及资金筹措8.1.投资估算8.1.1编制依据（1）《河北省建筑工程综合预算定额》（2）《河北省水利水电建筑工程预算定额》(3)工程量测算依据寺家庄河道治理工程图。8.1.2工程投资估算14 本工程总投资为38万元，其中疏浚河道3万元，堤坝建设15万元，步行桥建设6万元，塘坝建设12万元，其他2万元。8.2资金筹措寺家庄河道治理工程建设总投资38万元，计划争取上级投资35万元，寺家庄村以劳代资解决3万元。9.效益分析9.1经济效益寺家庄河道治理工程的经济效益主要表现在：一、目前河道西岸耕地平均每年冲毁15亩左右，整理费用3万余元。河道治理后，可防止洪水对沿岸耕地的毁坏，每年减少开支3万元。同时，塘坝的建成，可以蓄积溪水，灌溉耕地，保守估计，灌溉耕地300亩，增产10万公斤，增收16万元。二、寺家庄地处通往天台山景区和藤龙山景区的交通要塞，发展旅游商品市场具有得天独厚的条件。河道西岸建设旅游小商品市场是王坡乡的发展规划，河道治理可为市场建设提供宽阔坚固的场地，加快市场建设步伐。经粗略估计，可建设市场5000m2,村集体年收租赁费10万元。9.2社会效益河道治理可减免洪水灾害，防止耕地和房屋冲毁，保护群众生命财产安全，使群众安居乐业。同时，可建设旅游商品市场，带动相关产业发展，实现科学发展，加快新农村建设步伐。10.3生态效益寺家庄河道治理可有效防止水土流失，改善水质，优化生态环境，为群众提供宜看宜居环境优美的生活环境。14 综上所述，寺家庄河道治理工程属于社会公益性质的水利建设项目，投资小，见效快，效益好，科学可行，工程建成后，对流域内的经济增长和人民生命财产安全起重要的保障作用，不但具有良好的经济效益，而且具有显著的社会效益和生态效益。寺家庄河道治理工程特性表14 序号指标名称单位数量备注一工程效益2008年统计数值１保护耕地、水产养殖亩215亩２保护村庄1个行政村３保护人口人1400４保护区工农业总产值万元4200二设计标准1防洪标准%5２排涝标准％20三水文分析计算１流域集雨面积km258.1２设计24小时暴雨mm246.4３设计洪峰流量m3/s443.7四设计河道底宽度m30续上表寺家庄河道治理工程特性表14 序号指标名称单位数量备注五堤防工程石堤总长km1新建石堤km0.5已建石堤km0.5石堤顶宽底宽m11.8石堤挡土墙内、外坡比2.5/0.8六疏浚河道km0.5七交叉建筑物1步行桥座12塘坝座1八总投资万元38九经济评价标准1经济内部收益率%15.82经济效益费用比1.373经济净现值万元1537.914 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