橡胶坝设计规范

中华人民共和国行业标准橡胶坝技术规范TechnicalStandardofRubberDamSL227-98前言为适应推广应用橡胶坝工程的迫切要求，使橡胶坝工程建设和管理有章可循，1995年11月水利部农村水利司下达了《关于开展(橡胶坝技术规范)编制工作的通知》。在水利部农村水利司的主持下，编写组立即开始工作，1996年6月完成初稿并召开了编写工作会议，1996年8月完成征求意见稿，在广泛征求意见补充修改后，于1997年10月完成送审稿，并于1998年2月召开审查会议，通过了专家审查。SL227-98《橡胶坝技术规范》分总则、工程规划、工程设计、施工安装、运行管理，共5章99条和5个附录。它在总结我国橡胶坝工程建设经验基础上，参考并吸收了国外橡胶坝工程建设的先进技术，内容全面，技术先进、成熟，达到国际先进水平，可以指导今后橡胶坝工程建设。它所制定的技术指标合理准确，具有可操作性，并与相关技术规范协调配套。本规范解释单位：

主编单位：参编单位：水利部农村水利司中国水利水电科学研究院淮河水利委员会规划设计院、四川省水利水电勘测设计院、广东省水利水电勘测设计研究院、北京市水利规划设计研究院1总则为使橡胶坝工程建设和管理做到安全可靠、技术先进、经济合理、确保质量、使用方便、美化环境、合理开发利用水资源，特制定本规范。本规范适用于坝高5m及其以下的袋式橡胶坝工程。坝高超过5m或特殊用途时应进行专门的技术论证和试验研究。猎1.悦0.永3抵橡胶煮坝工巡程的皆建设兵程序揉，应同按基产本建幼设程童序办矛理；另如规勤模较右小，潮建设锦程序放可以困简化啄。于1.沙0.喘4忠橡胶怀坝工拢程的通建设殿和管已理，扣除执装行本勇规范评外，摊还应陪符合妇现行递有关竞标准兵和规亦范的互规定车。端2绘工程吃规划稍2.渔1基廉本资按料恰2.跌1.当1炎应搜缝集、扛整理敢、分槐析研南究和敢掌握尽建坝拆地区值的地稠形、匹气象括、水蒜文、惕工程少地质故、水洁文地骆质、盯内外海交通拐、流躬域腊(或燕地区挡)水签利综麦合利线用规崭划、睁社会知经济抓和环篮境评隶价等烧基本名资料饥。晓2.察1.党2多地形絮资料结应包无括工挺程规勉划区模域地犁形图常、坝走址地恭形图练、回草水区更域地服形图叹、河响道纵忙横断测面图泰等；满测量至范围粉应根冷据工羊程任涉务和掌规模透确定漆，各抱种图匹的比谢例尺模应符则合有蓝关规贿范要燕求。船2.汉1.壤3伐水文妻气象湿资料描应包泪括流蜡域概忙况和腐河道息特征层、坝熟址河跌段的售洪件(枯远)水判流量戚、含志沙量倦、冰答情、皂水质罚、漂雪浮物徒以及扮气温辞、降户水、造蒸发牺、湿慨度、勺风力凝、风永向、档日照免、冰头冻期郑、冻距土深理、潮结汐等三。茶2.符1.剧4槽工程鞠地质土和水监文地会质资券料，学按《企中小介型水访利水的电工肤程地健质勘庭察规煤范》唯(S妥L5拦5—尚93雄)要浓求进胃行必有要的届地质桑勘察坝工作唯，应亡有坝纷址地想质纵民横断韵面图纠、地川基和柄天然漂建筑灯材料杯的物枯理力煌学指费标、胸地下通水位颜、比港降、漠水质北等资睁料。漆2.仁1.映5扑应搜臣集有冠关橡绪胶坝他袋生阴产厂湿家产注品、坊规格蒙以及攀已建唯橡胶赏坝工有程资仓料。歌2.迹2坝凑址选胀择慧2.逆2.洁1午应根摊据橡涂胶坝占特点粥和运咐用要糊求。伙综合绪考虑美地形汤、地榜质、匠水流亩、泥滚沙、布环境酬影响送等因因素，该经过旦技术仓经济纯比较紧后确师定坝集址。击2.薪2.怠2昼坝址捞宜选航在河怖段相摄对顺怠直、敲水流摸流态竞平顺探及岸花坡稳弱定的掏河段辫；不尘宜选等在冲掠刷和辽淤积涝变化责大、再断面瘦变化擦频繁灿的河门段。编2.负2.陪3雕坝址井选择撤应考愉虑施轧工导彻流、街交通吊运输遵、供付水供莫电、贸运行买管理腿、坝诵袋检及修等草条件骡。咱2.匆2.殊4喂坝址杨选择杀应有核利于厕枢纽捉工程受总体定布置悦。重鸭要工他程应劈有水晒工模米型试走验论颜证。辽2.眼3工娱程规紧模及料枢纽件布置馋2.丽3.篮1抄工程践规模锯应根捎据水误文水绢利计损算研惹究确牢定。困2.佳3.争2畜工程赠布置嚼宜包讲括土佳建、袄坝体著、充稀排和零安全澡观测厅系统责等。验应做钞到布思局合恨理、物结构欢简单亡、安农全可锤靠、妹运行团方便罢、造嫁型美球观。畏坝轴都线应桥与坝弱址处弊河段截水流尼方向颗相垂鞋直。艇2.晚3.椅3肌坝长钻应与符河驱(渠鲜)宽筹度相搁适应赔，坍演坝时签应能量满足助河道研设计轰行洪梯要求铅，单么跨坝棉长度萝应满勒足坝动袋制洁造、潮运输雾、安积装、高检修再以及代管理舞要求彩。魔2.托3.惜4带取水尺工程挣应保打证进瑞水口斩取水荐和防挺沙的胃可靠款性。舅2.浙3.斗5钥坝袋痛设计软高度庄应根造据工魔程规足划，似满足染综合马用水雹要求懒确定板。坝忠顶高呢程宜年高于阻上游悬正常围水位抹0.考1～逼0.帖2m换，坝敲顶泄妄洪能颂力可尾按附真录A固计算绪。仪2.梳3.穷6续坝底虫板尺半寸布在置应者包括黄坝底单板高围程、揉厚度晌及顺穿水流忍方向而上宽鞋度等企。压1认坝定底板耍高程粮应根皮据地谣形、屡地质借、水徐位、形流量庸、泥傅沙、斗施工习及检果修条洋件等典确定袖，宜扑比上灵游河洽床地芽形平谋均高起程适胸当提火高宜0.腊2～断0朴.4邪m治。我2忽坝碰底板习厚度丰应满车足充摔排水帐(气做)管场路及姐锚固蛋结构狱布置剖要求底。众3杰顺穴水流痒方向漏的坝埋底板膨宽度扩应按律照坝馒袋坍桑平宽迎度以凉及安卵装和泄检修氧的要渠求确殃定。锹2.次3.奉7虫防渗吃排水阿布置针应根获据坝膝基地托质条看件和植坝上久、下搬游水刚位差兼等因配素，故结合惭底板峰、消汤能和眼两岸粱布置喂综合迟考虑芦，构训成完鸭整的丢防渗弦排水滚系统炊。摘朋承受披双向吩水头真的橡究胶坝懒，其养防渗侧排水源布置淋应以薄水位供差较寒大的醒一方冰为控泉制条光件，纺合理粪选择缸双向砍布置缓形式排。德弟拟定逮坝基须防渗朝长度盘的方钥法可迁参照叮《水黑闸设妻计规捐范》柿进行葱。娱2.虑3.王8仰消能息防冲膜设施旺的布慌置，翻应根惧据地烟基情智况、湿运行尚工况千等因枝素确隐定。望2.浸3.坛9毙坝袋股与两钉岸连廊接布证置，岂应使它过坝扬水流鸦平顺镰。上柏、下暗游翼镰墙与鹿岸墙牵两端友应平位顺连耻接，科其顺数水流都方向踪的长扭度应绕根据付水流光和地励质条许件确烧定。虎边墙集顶高甩程应救根据喇校核率洪水佳位加患安全陡超高歪确定具。呢2.游3.妖10果坝袋缓充排四控制另设备阁及安愁全观猾测装座置均释应设赔在控才制室福内，描控制沟室布矮置应蓄考虑董运行元管理刊方便滴，严玉寒或寒潮湿抚地区眠应有喂防冻主、防译潮措翼施，市2.湿3.沾11套多跨哈橡胶捐坝之挤间应泥设隔快墩，坡墩高闪应不炕小于为坝顶享溢流中水头棋，墩灰长应诸大于魄坝袋艘工作根状态谜时的连长度帜。碎2.坚3.寇12拥在枯识水期汉流量恒较大害河流虚上的兰橡胶随坝工罚程，咏应考贸虑检笼修时恐的导性流方行式。咽2.揪4环呈境及厦经济开评价踪2.乔4.膏1夜修建幕橡胶今坝工肤程对彩生态呈环境艇和社巩会环皮境的汗影响雁应参赵照《虚水利樱水电脊工程既环境建影响徒评价增规范齿》的眉要求详进行涂必要泄的分踢析和提评价贤，对凑不利缝影响持提出喇防范隆措施肃。尽2.倒4.木2暑橡胶呼坝工起程建仍设应民按照墙《水棉利建垃设项造目经懂济评凝价规敬范》街(S罢L7否2—晃94助)进牢行经郑济效搜益分跨析，巷评价厌项目匙的经遮济合惭理性五和财热务可嗽行性笼，侮3叠工程臂设计戏3.乘1坝颠袋在3.腰1.疾1孕坝袋紫按充桌胀介汉质可繁分为壮充水先式、换充气告式。锋应按棍运用哈要求蕉、工该作条虎件经否技术庸经济涨比较望后确提定。倚3.翻1.彻2立坝体枝布置迟可采驰用单网跨式缘或多浪跨式援。绞3.便1.产3滚作用赌在坝土袋上习的主耐要设甚计荷恨载为除坝袋惠外的绕静水伤压力看和坝织袋内叹的充跨水纺(气坚)压久力。爽3.喇1.姑4浆设计厌内外忆压比贷α叼值的如选用洒应经君技术江经济探比较郑后确对定。投充水妻橡胶苦坝内界外压舱比值忠宜选狮用严1.能25旗～1劣.6蝶0；伶充气宪橡胶掉坝内吃外压烦比值走宜选如用0股.7旦5～愁1.圆10遣。僵3.读1.何5诱坝袋叫强度龄设计艇安全忽系数都充水招坝应史不小顶于牲6.库0，勺充气汁坝应泽不小狠于8饮.0杏。软3.耳1.稀6织坝袋困袋壁尾承受凡的径滩向拉绿力应相根据咬薄膜笋理论叔按平犬面问狠题计霞算。铜渣坝袋绵袋壁佩强度桃、坝懂袋横途断面伴形状锋、尺踩寸及薯坝体半充胀购容积碧的计愤算，运可按助附录遭B进膝行。赔3.立1.浅7冬坝袋晒胶布罚除必锹须满陕足强腐度要死求外访，还娘应具悔有耐爬老化锹、耐同腐蚀占、耐耳磨损南、抗己冲击胸、抗寺屈挠帝、耐梢水、莫耐寒师等性归能。森坝袋纷使用逗的胶饼布应险符合倡附录晶C的价技术男要求售。顶3.涨2锚息固结考构艳3.削2.兄1止锚固舱结构挖型式裙可分骨为螺唉栓压他板锚逮固、赔楔块景挤压备锚固胜以及规胶囊该充水怀锚固咽三种突。应烈根据勤工程愁规模浮、加迫工条忠件、慧耐久死性、植施工拥、维损修等衰条件晚，经鸡过综呼合经暴济比缎较后头选用栽。锚苍固结筋构可触按附拐录斗D计拍算。众3.袖2.慧2词锚固继构件缴必须井满足葡强度曾与耐砌久性腿的要庄求。墓3.俘2.甜3差锚固补线布凉置分柏单锚也固线涛和双宗锚固灾线两怕种。赶采用厕岸墙痕锚固顺线布证置的初工程悠应满哗足坍置坝时滩坝袋勉平整糊不阻挖水，浊充坝掀时坝库袋格深皱较犹少的即要求研。非3.株2.赢4课对于柴重要云的橡除胶坝软工程垄，应袭做专盐门的汤锚固师结构蜻试验仗。决3.黄3控彩制系以统雄3.斤3.个1钉坝袋蜡的充辰胀与币排放御所需猪时间健必须锯与工兆程的谜运用乐要求晃相适耕应。熄3.浊3.温2捕坝袋晋的充必排有驻动力宴式和渗混合梳式。昏应根飞据工颤程现股场条喊件和盘使用训要求挽等确绑定。武3.努3.叛3慰充水鞋坝的陈充水醒水源全应水警质洁估净。稻3.匠3.盼4购充徘帅系统贼的设色计包受括动毅力设倚备、哪管路雅、进晴出水撕(气悟)口卖装置主等。屡1筑动陷力设辫备的企设计信应根喂据工蔑程情酒况、绪运用吗管理碑的可樱靠性册、操拢作方疲便等笼因素代，经尚济合沉理地常选用掘水泵禁或空就压机搅的容赔量及哭台数狗。重晶要的棕橡胶右坝工假程应付配置谁备用威动力铜设备识。纺2捉管护路设第计应岭与充享、排烫水呆(气父)时式间相北适应凭，做歌到布奉置合架理、设运行筛可靠锡及维盲修方嚷便，延具有格足够倍的充夕排能料力。渠3圾充斧水坝鸽袋内觉的克痕(排挖)水套口宜陵设置列两个攻水帽酷，出凉口位架置应很放在毫能排状尽水户(气裤)的氏地方朱并在棉坝内浆设置闪导水唇(气错)装百置。锐4纠寒厅冷地角区管仓路埋雁设应膀满足骂防冻衫要求子。佛3.单4安沿全与交观测葡设备莲3.吃4.趴1已安全职设备举设置肺应满跑足下拣列要灭求：佛1蝶充毒水坝司设置差安全炮溢流杜设备教和排钥气阀共，坝岸袋内脏压不列超过什设计独值；您排气感阀装或设在放坝袋赖两端辨顶部退。泊2扔充连气坝非设置茎安全谱阀、于水封计管或桐U壤形管稳等充抖气压悦力监问测设安备。捷3裂对判建在健山区患河道图、溢选流坝优上或纯有突辅发洪纷水情许况出银现的桨充水彻式橡牧胶坝调，宜巴设自嫩动坍惹坝装爹置。散3.犬4.掘2达观测擦装置管设置斜宜满慢足下母列要盖求：徒1换胞橡胶塑坝上饭、下补游水秘位观车测，趣设置诵连通锹管或塑水位怀标尺往，必会要时深亦可滨采用腊水位债传感吵器。掌存2赖朋坝袋英内压茂力观阴测设混置，秀充水峡坝采央用坝书内连学通管掏；充趣气坝机安装受压力断表，枝对重土要工悦程应鼠安装领自动床监测瞎设备象。爪向3生尸土建册工程杰观测灾设计仓可参炎照《辽水闸颂设计生规范酒》的姓规定拉进行四。蚊3.喷5土饶建工诵程洞3.浇5.甘1愚橡胶棵坝土沃建工止程应烫包括盯基础朋底板液、边博墩制(岸辛墙)渴、中信墩(初多跨付式)辟、上桑下游埋翼墙乎、上原下游性护坡匪、上庙游防穷渗铺质盖或绿截渗离墙、雄下游抚消力除池、笔海漫伶等。吵3.辨5.趁2评土建抢工程柱设计死，应钢根据弯坝的裳设计很条件锹，使悉建筑酒物满民足强痕度、楼防渗挖及地献基稳扮定的搁要求是。嫂3.芹5.职3塞作用包在橡绘胶坝以上的奔设计械荷载秤可分上为基奔本荷讨载和盲特殊单荷载砍两类森。学1呼基拾本荷莫载：巨结构长自重穴、水昏重、随正常月挡水柿位或窑坝顶糠溢流扭水位院时的斑静水搅压力流、扬垃压力屿(包祖括浮师托力拐和渗键透压舒力)爪、土移压力爷、泥包沙压座力等竞2望特洗殊荷毯载：祥地震悟荷载和及温杜度荷甚载等档。虏3.吸5.个4鞭坝底寇板、串岸墙础(中赏墩)劈应根演据地尼基条吧件、勒坝高淋及上匆、下对游水弟位差斥等确盛定其箭地下脖轮廓稻尺寸挂。其盯应力门分析娘应根未据不唯同的嗓地基遗条件超，参端照其蔽它规跪范进千行计社算；赶稳定升计算泛可只搞作防践渗、德抗滑帅动计疫算。防3.胡5.窑5那橡胶乔坝应游尽量辰建在幼天然电地基郑上；悉对建蓝在较渐弱地踩基上葡的橡赶胶坝砌应进饶行基冤础处恢理。架3.摸5.摊6累上、送下游道护坡蠢工程迈应根松据河移岸土脂质及污水流良流态兴分别钻验算忧边坡杜稳定开及抗蜻冲能筝力。式护坡另长度善应大善于河腔底防宰护的江范围皂。恨3.释5.意7节消力改池畜(护餐坦)蹲、海俩漫、沟铺盖滋除应疫满足画消能难防冲椒外，贩还应衔考虑罗减轻烂和防赞止坝薪袋振孕动。列对经味常溢彻流的孔橡胶纠坝工气程，珠宜设懂陡坡宪段与氏下游狭消力紫池(众护坦匙)衔精接。貌应根惰据运菊用条断件选浆择最著不利上的水虎位和失流量鞋组合娇进行励消能怠防冲瓜计算谜。茧3.香5.磁8盐充气巡橡胶映坝的仰消能替防冲案计算都，应雷考虑耀坍坝番时坝遥袋出型现凹奸口引覆起单圾宽流批量增食大的卖因素击。装3.哗5.远9苹控制嗽室应诞满足寒机电救设备巷布置还和操桥作运例行及晒管理帆需要无，室饿内地辟面高逝程应武高于树校核导洪水弹位。哄地下击泵房盐应作盼防渗钉、防扰潮处糠理。疑3.翼5.摇10连在已昼建拦滑河坝使顶或穷溢洪亏道上告加建枝橡胶阴坝时钳，应拉对原迈工程协抬高屠水位霸后进姥行稳洋定及拿应力在校核艘，并而应考建虑上浙游淹墨没影启响和虏不得秩降低分原有粱防洪势标准榆。酬3.阿5.本11拢采用条堵头巷式锚樱固的撞橡胶安坝应象采取辛有效穷措施总防止泼端部夺坍肩苗。旧4都施工蜡安装场4.秀1一泉般规刺定稠4.足1.悦1页橡胶波坝工缓程建砌设应削按有尘关水闸利基补建规羽定和醒程序况，作充好招主标、扫投标嗽、建办设监秤理等辉工作匪。填4.慌1.魄2稀施工堆前应嗓根据虑批准制的设鲜计文芳件司(包茶括施盘工组慎织设期计和孕工程尾概算危)和喜有关隔规范打，编锁制详坊细的堵施工鹿计划谢，做久到技灭术先始进和烟经济葛合理扇，确爹保施懂工进甘度和抖工程掀质量糖。堵4.圈1.胃3税施工甘场地罢布置颂应做椒到合庸理布君局，鱼施工投方便搂，确拘保安俗全，将力求显节约迁。协4.贵1.双4偶橡胶既坝袋姻必须争进行呀专门似的质挤量检栽验。怒4.枣1.赞5弱坝袋钉安装版必须墙保证震对充乳胀介寇质的蜘密封任性。成4.何1.清6崭橡胶啊坝施蔬工中黎必须君加强静质量探管理狐，应忠建立西质量薯保证卷体系棕和质译量检拉查体鸭系，招确保符施工弦质量怨。伏4.涝2土呆建工屯程施程工鞋4.苍2.柱1艇土建涉工程腥施工花可包匙括下长列主壳要项封目：亏1役基蹦坑开饰挖，紫控制宅及观猜测系菜统管琴道理京设。妻2划浇陶筑混昆凝土初底板福、锚汽固槽钉或预等埋锚胶固螺使栓；衔锚因灾件制灭作。丹3撑修运筑岸于墙和毫防渗慨、防生冲设冈施及俘其它在安全姐保护裹措施交。疼4习控撤制室炮。娃洽以上净各项帅施工毙应符茂合有规关标膀准规帜范的乒技术肺要求吼。推4.仰2.假2绕坝袋束与基摔础底杆板和适岸墙伸(中凯墩)兵接触屋部位奋的表舰面必售须平烈整光膏滑。合4.较2.秆3芝采用县螺栓舌压板婚锚固往的，浮其螺萌拴间辨距和悬埋深顶均应卸符合泪设计蛛要求汪。采险用楔座块或录胶爱洲充水匆钱因透的，听其锚壁固槽激的槽沟口、头槽壁涨和槽简底线述应顺盒直平绳整。尾1岸工竞程验终收前缸，应系由施祥工单异位负陷责管现理维誓护。奇2亩对杠工程烤施工渐遗留认问题岸，施陶工单武位必颈须认蕉真加咏以处顾理，节并在盘验收希前完部成。倾3昌工篇程竣讨工后徐，建魄设单马位应罪及时携组织望验收有。逃4.誉5.尿5吐橡胶籍坝工帮程的说质量膜检验何和评费定应复按《这水利氧水电亦工程键施工骄质量著评定润规程朋》乏(S理Ll码76理—9户6)歌执行养。底4.豆5.苗6大坝袋脑应以躺设计冬坝高述为验息收标该准。破4.播5.概7神竣工雷验收遣必须矮按《侦水利疏水电蛾工程膊验收欲规程盈》、月《水屈利水何电基愤本建期设工敢程单搁元工送程质闭量等锐级评少定标隔准》布(S驻DJ率24肚9—桑88摇，S埋L3润8—健92谣)和晃本规未范的铲规定捷办理借。群4.稠3控岁制、羡安全仓和观脸测系缸统施货工膀4.未3.量1冲控制销系统跨的施辟工应蒙符合徒有关唱机电屿、土异建施虑工的矛要求艺。铅4.浇3.尖2恨安全讯装置山安装脸前，尤应进闷行检帆查，辱并按蒙设计企要求迟进行纪安装娇，确搬保质煎量，尊运用衡可靠部。街4.非3.历3针观测蠢系统本的安央装，绒应进纸行调晶试，揪使其丑符合剥设计箱精度也要求伸，确朗保观桶测方排便可苗靠。绑4.枝4姐坝袋傲安装补4.纸4.拍1浊坝袋涉、底准垫片梯、密碌封材齐料、曾垫平或片要结求：光1而坝呢袋、喉底垫森片应州由工愿厂按汉设计成图纸轰进行誉制作辉，出铜厂前敞必须独检查携其尺川寸并烫画出缩锚固鸽线和愧锚固掌中心代线；民应在胳醒目助位置恒标出顿上下材游标百记。撤2油坝总袋制惩作必幕须严扬格保窝证质幕量要音求，舅出厂笔时必偏须附款有通旷过国抹家计汗量认挽证的税检测驻机构开出具感的有斯关参搁数检励验报葡告。锦3朵垫骨平片队宜采烟用与瞎坝袋惭相同痛厚度树或稍虏厚一通些的亚橡胶瓣片。伶4君坝阻袋及受底垫例片在闪搬运样过程钱中应灰避免糖发生旧变形湿和损尖伤。装4.购4.唱2嘱坝袋判安装亿前的疫检查嫩：符1疲楔笨块、机基础宾底板孕及岸忧墙混匪凝土易的强对度必栏须达随到设廉计要输求。火2委坝渠袋与臭底板粥及岸循墙接裳触部推位应蜂平整公光滑千。订3锁充惹排管主道应图畅通趟，无芦渗漏筹现象防。惭4矿预述埋螺盼栓、榜垫板法、压肿板、帆螺帽男(或糖锚固冠槽、硬楔块迎、木浅芯)稿、进狠出水却(气健)口档、排色气孔偏、超每压溢筐流孔习的位串置和丰尺寸亲应符拐合设漏计要角求。雄5艺坝平袋和你底垫赢片运馋到现稻场后鞠，应第结合害就位恐安装竖首先尽复查天其尺败寸和少搬运喘过程屑中有案无损明伤，脖如有扔损伤拴应及株时修缠补或些更换骄。娱4.脾4.伤3胜坝袋点安装堵可按散下列汁程序圣进行腐：键1撑在兽底板圣上分乘别标仓出坝杨轴线拾、中棒心线手。结2呈底掌垫片况就位话(指脉双锚料固坝帖袋)痕；在殖底垫昂片上倦分别等标出丧中心端线和许锚固芒线。威3限在偿伸人尼坝袋巴内的躺充排琴水产(气兽)管宰、测师压管芝和超疫压溢暖流管抄等管誓口四惊周的犹底垫遣片上恼，宜喷粘上佳一层献橡胶塘片作泰补强考处理粮。卸4疮在跪底垫钳片上轮画出竭水帽蛛、测邪压管惩和超彻压溢支流管斧位置俯，复抛测无乌误后锁在各挎管口行处挖帖孔并总固定犬。璃5经止死水海故绵幻(止敲气布喷)可劝粘在凤底垫透片相状应位金置上芒。僻6仆使颗坝袋郊中心圣线和淘锚固漠线与涂基础伪底板讨及底纵垫片讨上的弯对应凡线重趋合。侧7探坝辫袋锚舞固顺律序，颠端部陈为固逐定式衡的，约按先念下游刷，后盒上游体，最茄后岸蝇墙的狡顺序陵进行列。从险坝袋可底板麦中心轻线开氧始，多向两谈侧同及时进蚕行安芹装。集锚固事岸墙制(坡缝)时呢，先嗽将胶娇布挂线起，榆撑平碎，再漆从下迷部往初上部蔬锚固肾。采滩用堵焰头式乡锚固过的，抓宜先价安装高两侧芬堵头滑裙脚味，后插锚固识下游吴和上话游。殖但无佳论采墙用何尊种锚像固型魄式，柔两侧泛岸墙乱拐角渐处，服袋布陡要折叼叠、吊理顺溪、垫薄平，叠不得遍用剪盾口补唱强处尤理。焦4.舅5工背程检挖查与注验收块4.添5.签1良施工烫期间叔应检式查下涛列内辣容：窄1渣检葱查范俯围：员坝袋向、钱毛固螺住栓或桨楔块割标号夺及外激形尺炭寸、座安装案构件坊、管食道、虎操作访设备蛛的性餐能。惕2贴检箭查要援求：崖检查牵施工咱单位捆提供纷的质危量检苦验记乖录和更分部坦分项仪工程塔质量侦评定迈记录掉，同赢时需菠进行惑抽样冤检查它。移4.内5.问2劣坝袋愈安装老后，玩必须轨进行能全面鼓检查碍。在豪无挡彻水的罢条件牌下，腹应做袋坝袋位充坝阁试验恰；若亮条件悔许可沾，还西应进碌行挡络水试璃验。它整个弱过程油应进州行下叶列项肥目的尿检查膨：找1衫坝典袋及宇安装办处的启密封著性。蔽2誉钱片固构歪件的锅状况拉。侄3腐坝较袋外呆观观脉察及池变形管观测艘。紫4活充凑排、茂观测扯系统标情况中。呆5童充凳气坝佳袋内聪的压鸽力下剧降情厨况。径4.端5.胀3负充坝骑检查横后，猴应排省除坝柳袋内应水体唤，重眨新紧忠固锚平固件厚。蒜4.粥5.愉4浮验收刺前的闪管理索维护漠：掉1达工劈程验浊收前白，应商由施匠工单津位负建责管稠理维拿护。呢2猴对宏工程摄施工浅遗留呼问题慰，施径工单肥位必鞠须认挽真加丛以处苦理，老并在愁险收贯前完船成。抵3剪工问程竣速工后毫，建赤设单值位应浅及时旨组织哨验收邻。物4.伴5.猫5摧橡胶裙坝工掏程的已质量养检验浸和评贵定应查按《塌水利归水电男工程援施工耐质量之评定撕规程技》睁(S午Ll辈76衬－6痒)执痒行。吼4.帐5.虎6吊坝袋活应以则设计抢坝高讨为验状收标僵准。青4.戏5.界7饼竣工帽验收哨必须猴按《粮水利舰水电疑工程楚验收脚规程穴》、限《水龙利水居电基舌本建寸设工舒程单虽元工认程质舟量等示级评卡定标着准》延(S陡DJ用24具9－贷8，煎SL程38垄－2资)和雪本规拥范的齐规定箱办理浴。包5俩运行反管理彩碌5门.1搭一般湿规定假5.避1.么1魂橡胶禁坝工紧程必块须有昌管理聪机构邻。在柱工程睬施工膛时，聪可由俱管理染筹备卵机构吵派人逮参与锈施工浙，工参程竣裁工验补收后糖由管竖理机东构接思管工趣程。依5.捆1.币2轰工程话竣工骂验收距前，殖应由闲管理机筹备铁机构贵会同我设计翅、施惹工单晒位遵姻照本痰规范碌要求刚，结路合工胖程特片点，醉制定偏具体距管理肉办法旬和有六关制鸭度。旅橡胶要坝工惑程必男须按优运行雪规律驰进行泡科学肥运行众。皆5.墙1.侧3沈管理恳机构耐应进伴行科拢学管饺理，摄并对纳工程蹦进行捕经常蜘检查钱、观塌测、科养护改、维起修和讨控制俊运用稍等。静各项路记录奖应及纤时整联理归攻档，鹊建立芳完整须的技华术档供案。乒5.善1.演4恶橡胶晌坝工委程竣卖工验魔收前侵，必芬须确测定工纷程管醋理范宣围和梨安全消区域填。在爬管理锅范围烧内严奏禁爆香破、锹采砂交、游列泳、掉捕鱼落、排拣污、爽非计鸭划建率筑施肤工及干其它爸一切梯不利扇于橡帖胶坝辫安全须的活在动。针5.并2检蜡查观声测坛5.柜2.甩1步管理怒机构电应监泡视水赠情和盛水流外形态独、工肆程状黄态变艰化和乔坝袋槽运用患情况夺，及场时发拉现异傍常现星象，锡分析岭原因牲，采拨取措荷施，津防止异发生朱事故蛇。垫5.昨2.父2养橡胶阁坝工倍程检榆查工化作应懒包括使经常才检查度、定俭期检早查和场特别躬检查领。音1送经竟常检登查；挑管理刃单位故应经昨常对矿橡胶驶坝工但程各东部位较、坝暂袋、扶锚固愚件、歇充排诊设备凶、机测电设采备、宏通讯香设施宜、河林床冲折淤、及管理永范围贿内的岭河道草堤防冰和水胃流情兼况等剩进行啄检查引。检网查周驻期，抚每月鞭应不露少于虚一次他。当身橡胶袄坝遭含受到吧不利裁因素促影响朴时，抗对容茫易发造生问清题的苗部位杏应及暑时加亏强检遣查观严察。巾2骑定淹期检惧查：昂每年毫汛前仅、汛皇后、尤冬季除封冻起时或驱在橡摆胶坝爆运用蓝前后膏，应湖对橡泽胶坝赖工程客各部昼位及诱各项糕设施司进行首全面插检查刻。每沟年初喜次运毅用前捧，应贴着重裁检查蹦岁修润工程再完成丰情况叉，汛歌后应郑着重勾检查乡工程俩变化关和损况坏情灰况，伪寒冷柏地区借冬季泥运用晒的橡隙胶坝抚工程乌，应连着重宰检查触防冻斑、防博冰凌饮措施存的情甩况。均3钓特惹别检泽查：被当发呆生特含大洪漫水、亚暴雨蔑、暴面风、成强烈害地震免和重失大工污程事须故时洋，应胞及时临对橡鞋胶坝欢工程会进行铅特别饱检查巴，着抬重检离查主狸体工全程有鸽无损床坏等男。菠4仁定智期检筛查、记特别轰检查拜结束浪后，耗应及摸时向孙上级洽主管比部门目提交到检查炒报告聋。检威查人熔员应炮相对究稳定妈，检园查报毕告应近长期际保存觉。约5.茂2.草3设观测访工作猜应有唯下列找项目结：坝竖袋内唱压力医、坝鹊袋变葛形、贸老化款、河预流上衔下游兽水位喷、河擦床变伯形、庙水流助形态舟、水沿位、避流量喂、卵曾石、糖漂浮忽物、兄冰凌侍等。本5.惑2.弱4翠资料中整理单与整绩编：栽观测燃结束骗后，饿应及毅时对谈资料衬进行使整理汤计算泼和校摧核。慈资料异整编冰应按诉要求暗每年贵进行订一次未，其悲整编餐成果抄应提钉交上仪级主倒管部建门审裳查。凭橡胶页坝工滑程管你理单识位必氏须对终发现舰的异梁常现蓬象作恭专项原分析蜓，必牢要时赖可会恳同科图研、晌设计碗、施品工人袄员作指专题弊研究胆。狭5.串3维孔护修徐理粉5.角3.坚1鞠橡胶故坝工吧程养踏护修绳理工兼作可骗分为贫养护刚、岁丽修、按抢修带和大鞠修，闪其划浑分原鹿则应俗符合腥下列标规定出：斥1烛维吧护：阁对经扣常检剃查发赖现的洪缺陷线和问瘦题，遭应及骂时进馆行保尾养和郑局部烘修补列，保除持工芽程和丘设备黑完整奴清洁车，操胁作灵批活。既2缴岁追修：鸟根据意汛后块全面煎检查译发现屈的缺悬陷和尼问题绢，应智对工愧程设邻施进身行必罢要的例整修召和局云部改木善。锅3赌抢蜻修：歪当橡压胶坝念工程浇及设交备遭加受损末坏，敬如坝马袋破所损、成刺洞勒而漏姜水兽(气佩)时荣，必专须立拢即采气取抢序修措模施。民4焰大疮修：炉当工拉程发颠生较螺大损闷坏或句设备痰老化剩，修晋复工订程量灭大，添技术记较复穿杂时袜，应渗有计屈划进却行工努程整潜修或极设备小更新苍。贵5.警3.生2肆坝袋丝维护盏修理笼：损1槽坝扩袋表手面可者涂刷谅防老趴化涂犁层，昏防老彻化涂层层的春施工泪工艺投和方女法见付附录杜E。唇2耕必熟须及裤时清彻除袋对体和药坝袋策坍落胳区底塘板上狭的砂尽石等灰杂物犁，排蚊除河滩中危渴及坝筝袋安疾全的购漂浮否物。宴3果当得坝袋秩破损冠时，债应根础据损右伤程狮度采缓用不鼻同的牺修补桂方法得，详戴见附家录骨E。殖5.坚3.肠3叙锚固宝件维污护修郊理：啊1绪锚麻固件妇(含叫钢、步铁、酿木及托混凝般土)赖如有陷松动究等，吧必须乎按安涂装要眯求旋惯紧、避压牢胀、补休齐，尽腐蚀计严重娃或劈井裂的滔予以婶更换沿。唱2禽金奉属锚尽因件询应定坝期除兄锈和因涂刷落防锈垫剂。辅3女木禁质锚绘固件芦应防驻止生遣物蛀南蚀和初腐烂障。合4督应丝及时羞清除唐坝袋剪附近痰的淤曲积物匪。歼5.欣3.惭4茧充排敞设备沟维护雪修理陪：办1笼充杰排设养备中及的管罚道、里闸阀创等易振锈蚀趁构件框，应姐定期朝除锈柱和涂灶刷防洲锈剂满。贫2盟充冒排设术备嘴(如纷电动做机、厨水泵时、空毫压机拦(风窄机)燥、法订兰、朴闸阀才等)追出现倒故障亿或损吗坏，吐必须垃及时改排除赶故障拾，进河行修简复或层更换水。吗3捐必疗须随衰时清存除滞壁留在熟充排胡水口港和安选全溢荐流孔宝内的麻淤积埋物及岩其它帆杂物乒。员4堡必壁须保广持安楚全溢丰流孔艰和排圣气孔杀的畅扑通。泛5.达3.题5隆土工妨建筑大物、猾石工族建筑封物、则混凝必土建惭筑物忠的养形护修休理可统参照验《水哥闸技博术管今理规料程》蠢(S螺L7漏5—妹94乐)中版的有织关规哲定执恶行。后5.蔑4运配行控到制调5.裂4.刮1钳管理愤单位劣应根册据建累坝用极途和浩工程浴特点想，制碎定运玻行方荷案和诊操作兰规程箩，经冷上级兼主管那部门架批准输后，申必须育严格榜执行碌。梳5.皱4.条2失严禁者坝袋欲超高晚超压衔运用程，即伍充水待(或聚气)访不得卸超过芒设计蛋内压粉力。剩单向肃挡水塌的橡栋胶坝诉，严崇禁双瑞向运擦用。逐5.量4.仁3自汛期前应与汉上游抗水利拿管理优部门括联系瓶，根胸据气栽象和晶水文违预报鼠及时叶掌握崇水情辉，提目前采悉取安甘全保巡护措昆施。膛5.素4.叼4肾修建兼在多主泥沙晃河流归上的恐橡胶塑坝工轰程，示应采窄取泄愁洪防支淤措鞠施。昨5.沸4.现5浇坝顶它溢流企时，碰可改梦变坝蚕高来位调节占溢流充水深配从而距避免睁坝袋妨发生沿振动学。棚5.去4.颠6泊寒冷友地区消的充顺水式放橡胶锋坝冬谦季宜夜坍坝签越冬们；若痒不能谜坍坝辽越冬邪，应浴在临室水面锁采取晶防冻冠破冰尤措施看；冰均凌过驴坝时恨，对子坝袋勿应采叠取保火护措粘施。鼠5.疮4.递7务橡胶远坝挡奔水期辱间，抽在高框温季散节为警降低匹坝袋找表面年温度绩，可轻将坝浊高适肉当地鸟降低钩，在狗坝顶塔上面备短时购间保尺持一贸定的奋溢流路水深丽。敲5.饭4.萄8识对于底多跨爽橡胶毅坝，罗坍坝淡时应叮均匀贞对称异、缓膜慢坍绒落，婚避免黎下游亮有害稍冲刷闲。嫁5.搁4.许9恶坍坝绣泄流讯前应嗓事先愚通知笨有关蝶单位陆和部干门，沃并以榴各种观有效宏信号磨对危欣险区傅域发俭出警竟告。笔附录怕A邮橡胶增坝泄可洪能踏力计曾算盈A.谅0.恢1织橡胶殃坝泄股洪能棋力，悠可按腔堰流哀基本仓公式设计算倍：()锄式中才Q—偏—过属坝流路量，梦m顶3己/s茄；冒B—牙—溢前流断锹面的贡平均猾宽度杏,m骑；字h佛0贡——施计人仍行近旷流速剖水头怎的堰白顶水耀头，百m；逼m—醋—流丛量系初数；根σ—跟—馆淹没参系数渔，可突取宽福顶堰云的试侵验数信据；犁偿辱ε—失堰流缸侧收屯缩系圾数，愧与边尽界条站件有部关。于A.史0.鲜2类橡胶决坝的渴流量充系数疮介于剖宽顶榨堰与吨曲线猛型实两用堰呈之间弊，坝拳袋完址全坍张平时程，可揪视作俱宽顶倡堰，皂流量队系数醉m＝将0.罢33狠～0葵.3笨6；婚坝袋沙充胀雕时，剧可视显为曲撞线型桌实用废堰，中流量燥系数乌m＝吴0.说36顷～0额.4悲5。躬A.魄0.由3墙橡胶愧坝在宋运用净中，远流量示系数价可按端如下内公式午计算宾：春1)杜单厅锚固槽充水羊橡胶毫坝流齐量系这数：m=0.138+0.018h1/H+0.152H0/H+0.032h2/H(-1)限式中林H喜0茂——你坝袋石内压遍水头仁,困m;真H—文—运知行时期坝袋痒充胀蝶的实倘际坝决高，权m;梨h温l柜——腿坝上慧游水谢深，圈m；认h凝2矿——挪坝下润游水滔深，粮m。祝扇以上纱各值滨均以辜坝底泼为基踢准面翁。溢遣流时喘的坝禾高可斥量测爆或用殖下式劫计算堤：H/H1＝O.5138—0.7673h1/H1十0.8742H0/H1十0.1452h2/H1(-2)晨式中昆矩H股l环——刮设计再坝高购，炕m。帆2)只双简锚固边充水艰橡胶钓坝流固量系乞数：m=0.1630+0.0913h1/H+0.0951H0/H+0.0037h2/H(-3)H/H11/H1+0.7053H0/H1+0.1088h2/H1(-4)落3)德双岛锚固葱充气缩橡胶馆坝流编量系扩数：m=0.0930+0.2720h1/H-0.0200H0/H+0.0270h2/H(-5)H/H10.6275+0.0802h1/H1+0.0976H0/H1+0.2372h2/H1(-6)牺公式扰适用由范围吼是：旺H-克h沫2裹/h娇0品≤辫0.抄45温。牢附录驻B鹿坝袋舍设计兽计算挥B.奏1一猜般规央定酷B.辅1.肢1奇坝更袋设字计计钢算应独分为壤充水点式与命充气恼式橡鉴胶坝帽两部楚分。卡计算灰内容瞒宜包北括：吗坝袋暗径向泉拉力旬，坝虽袋环栗向各行部尺仪寸，徒坝袋哨单宽腐容积柱，坝葛袋堵脑头轮拨廓坐节标等饶。即B.斯1.千2尖橡垒胶坝李袋设进计计低算工井况应今为上鞭游水颂深等惨于坝识高，趣下游朱无水蜘的情网况。糠B.府2白充水柄式橡余胶坝浙设计侍计算割B.千2.蜡1把坝衔袋各档项设尝计参丛数可里通过裹数解溜法按灰下列白公式漆计算动1度坝猴袋径稀向计求算强抱度T=1/2γ(α-1/2)H12(B.2.1-1)梳式中涝欠T—之—坝从袋径栏向计妄算强奇度，醋kN维/m伶；葬γ—发—仙水的选容重宽，固kN影/m弹3港；乏α—栏—越内压兄比，遭H游0涛/H章1杀；争H猜0言——损内压脑水头药，宜m；肃H旦l阴——尝设计偶坝高辈，轨m。移2酸可叛将充毯胀后偿的坝武袋轮丘廓分耽成四部个部委分：盛上游亲坝面并曲线花段长咽度体S未１孙，下皱游坝毅面曲核线段菊长度册S，限上游台贴地辽段长养度n橡，下粗游贴崖地段偏长度添X朗0品(参勾见图似B.饰2.厅1)裹。租1)敬采臭用单败锚线夫锚固刊坝袋级的有垃效周渣长需(不痕包括陷锚固受长度磨)为L0＝S１＋S＋n+X0(B.2.l-2)槐2)份采功用双叔锚线币锚固尖坝袋诉的有猾效周教长而(不稼包括庸锚固确长度奶)为L0＝S１＋S(B.2.1-3)夫3)伟采孟用双早锚线研锚固镇的底桐垫片钳有效邀长度亦(不溪包括忍锚团饰长度违)为l0＝n+X0(B.2.1-4)步捷坝袋遥各部杨分忽n、絮S缴1类、镜S与熟X楼0渗的计杯算公侮式如扛下：（B.2.1-5）S１＝Rθ（B.2.1-6）当α≤1.5时,(B.2.1-7)当α>1.5时,(B.2.1-8)S＝（1-1/2α）H１·F（k,π/2）(B.2.1-9)X0＝（α-1+1/2α）H1·F(k，π/2)-αH1·E(k,π/2)(B.2.1-10)拾厚上游笨坝面剥曲线瓣段半歪径展R摸的计受算式脑为R=2α-1/4(α-1)/H1(B.2.1-11)凳勉其中柱F(泡k,堆π舅/2导)红、哨E(啄ｋ，旅π冰/2幅)总分别蛇为第牌一、角第二善类完总全椭万圆积喂分。(B.2.1-12)(B.2.1-13)k2=2α-1/α2(B.2.1-14)不3梦坝窑袋单宏宽容且积拨V(码m锻2生)V＝1/2R2θ-1/2n(R-H1)+αH1X0(B.2.1-15)4坝袋横面曲线坐标。坐标选取见图B.2.1。上游坝面曲线段坐标（B.2.1-16）下游坝面线段坐标X＝X0-（α-1+1/2α）H1·F（k,φ1)+αH1·E(k,Φ1)(B.2.1-17)图B.2.1充水式橡胶坝示意图秃低其中纺F(哲k,畏φ烧1葵)赚、柴E(很k四、悬φ排１牙)崖分别救为第挥一、黎第二书类不陈完全睛椭圆棵积分革。（B.2.1-18）(B.2.1-19)(B.2.1-20)此B.译2.湾2蓬坝脸袋各期项设温计参暴数也姜可通寻过下信列查灯表格叶法进甜行计信算霉:犁1绢表键B.煎2.句2-挂1是宽根据银数解住法的共公式痛计算统所得幸的充灰水式旱橡胶胆坝坝哈袋设丘计参竟数表葬,可纸供设睛计时脖直接叙查用哀。计阵算与住V时罩，只斩需把帽表中遭数字首乘以汤设计移坝高动的平亩方；竞其它词各项炎把表淡中数该字乘三以设励计坝就高即姐为设票计时藏的使封用值更。包表蜻B.妄2.雁2-壮1具充水辉式橡重胶坝榨坝袋英设计恨参数允表αT/H21S1/H1S/H1X0/H1N/H1R/H1V/H211.011.051.101.111.121.131.141.151.161.171.181.191.201.211.221.231.241.251.261.271.281.291.301.311.321.331.341.351.361.371.381.391.401.411.421.431.441.451.461.471.481.491.501.511.521.531.541.551.561.571.581.591.601.611.621.631.641.651.661.671.681.691.701.721.741.761.781.801.851.901.952.002.102.202.302.402.500.25500.27500.30000.30500.31000.31500.32000.32500.33000.33500.34000.34500.35000.35500.36000.36500.37000.37500.38000.38500.39000.39500.40000.40500.41000.41500.42000.42500.43000.43500.44000.44500.45000.45500.46000.46500.47000.47500.48000.48500.49000.49500.50000.50500.51000.51500.52000.52500.53000.53500.54000.54500.55000.55500.56000.56500.57000.57500.58000.58500.59000.59500.60000.61000.62000.63000.64000.65000.67500.70000.72500.75000.80000.85000.90000.95001.00007.16503.36912.52322.43212.35362.28512.22492.17142.12362.08052.04162.00621.97381.94411.91681.89151.86821.84641.82621.80731.78961.77311.75751.74281.72901.71601.70731.69201.68091.67041.66041.65091.64191.63331.62501.61721.60971.60251.59561.58591.58271.57661.57081.56521.55981.55461.54971.54491.54021.53581.53151.52731.52331.51951.51571.51211.50861.50531.50201.49881.49581.49281.49881.48441.47931.47441.46981.46551.45571.44711.43961.43301.42201.41331.40631.40081.39632.32192.06732.03592.00811.98321.96091.94071.92231.90561.89011.87591.86281.85061.83931.82881.81891.80971.80101.79281.78521.77791.77111.76461.75851.75261.74711.74181.73681.73201.72751.72311.71901.71501.71121.70751.70401.70071.69751.69441.69141.68851.68581.68311.68051.67811.67571.67341.67111.66901.66691.66491.66301.66111.65931.65751.65581.65411.65251.65101.64951.64801.64661.64381.64121.63881.63651.63641.62931.62481.62091.61741.61141.60651.60251.59911.59621.27780.98670.94880.91460.88380.85520.82920.80510.78280.76200.74250.72430.70710.69090.67560.66110.64730.63430.62180.60990.59850.58760.57720.56720.55760.54830.53940.53090.52260.51460.50690.49950.49230.48530.47860.47200.46570.45950.45350.44770.44210.43660.43120.42600.42100.41600.41120.40650.40200.39750.39310.38890.38470.38070.37670.37280.36900.36560.36170.35810.34560.35120.34460.33820.33210.32620.32060.30730.29510.28390.27350.25500.23890.22480.21230.20237.07113.16232.23612.13202.04121.96121.88981.82571.76781.71501.66671.62221.58111.54301.50761.47441.44341.41421.38681.36081.33631.31311.29101.27001.25001.23091.21271.19521.17851.16251.14711.13231.11801.10431.09111.07831.06601.05411.04261.03141.02061.01021.00000.99010.98060.97130.96230.95350.94490.93660.92850.92060.91290.90540.89800.89090.88390.87710.87040.86390.85750.85130.84520.83330.82200.81110.80060.79060.76700.74540.72550.70710.67420.64550.62020.59760.577425.50005.50003.00002.77272.58332.42312.28572.16672.06251.97061.88891.81581.75001.69051.63641.58701.54171.50001.46151.42591.39291.36211.33331.30651.28131.25761.23531.21431.19441.17571.15791.14101.12501.10981.09521.08141.06821.05561.04351.03191.02081.01021.00000.99020.98080.97170.96300.95450.94640.93860.93100.92370.91670.90980.90320.89680.89060.88460.87880.87310.86760.86230.85710.84720.83780.82890.82050.81250.79410.77780.76320.75000.72730.70830.69230.67860.66676.77403.49142.63422.53522.44842.37152.30282.24092.18472.13352.08652.04332.00331.96611.93151.89921.86891.84051.81371.78841.76451.74191.72041.70001.68061.66201.64441.62751.61131.59581.58091.56671.55301.53981.52711.51491.50311.49171.48071.47011.45981.44991.44031.43091.42191.41311.40461.39461.38841.38061.37301.36561.35841.35151.34461.33801.33161.32531.31911.31311.30731.30151.29601.28521.27491.26501.25561.24651.22541.20631.18881.17281.14451.12031.09931.08081.0645瑞2元表岁B.询2.装2-当2峰为充炉水式型橡胶远坝在丹设计层条件给下的职下游些坝面而曲线乓坐标题表场,狼用于暮绘制剧下游馅坝面唐曲线梁。将叮坝高辜分成姓20女等分扎，求煎出坝支袋下福游相命应点浓的水靠平坐毁标值移，列穗入表朵中。炉使用励时只呜须把乒表中欠数字射乘以候设计饥坝高腔即为投实用衰值。举上游悲坝面袭曲线徐坐标服，可避直接见由式匠（答B.责2.勺1-竞16职）求钓出。恭表陕B.泡2.暗2-恢2押充水庙式橡观胶坝牺下游旅坝面款曲线最坐标时表0.000.050.100.150.200.250.300.350.400.451.051.101.111.121.131.141.151.161.171.181.191.201.211.221.231.241.251.261.271.281.291.301.311.321.331.241.351.361.371.381.391.401.411.421.431.441.451.461.471.27780.98670.94880.91460.88350.85520.82920.80510.78280.76200.74250.72430.70710.69090.67560.66110.64730.63430.62180.60990.59850.58760.57720.56720.55760.54830.53940.53090.52260.51460.50690.49950.49230.48530.47860.47200.46570.45950.45351.43241.14481.10751.07391.04351.01580.99030.96680.94510.92480.90590.88820.87160.85590.84110.82710.81380.80120.78920.77770.76680.75640.74640.73680.72760.71880.71030.70210.69420.68660.67930.67220.66540.65880.65240.64620.64020.63440.62871.48591.20001.16291.12971.09961.07211.04691.02371.00220.98220.96360.94610.92970.91430.89970.88600.87290.86050.84870.83750.82680.81650.80670.79740.78840.77970.77140.76340.75570.74830.74120.73430.72760.72110.71490.70890.70300.69740.69191.51921.23471.19801.16501.13511.10791.08301.06001.03871.01901.00060.98330.96710.95190.93750.92400.91110.89890.88730.87630.86570.85570.84600.83680.82800.81950.81140.80350.79600.78870.78170.77500.76840.76210.75600.75010.74440.73890.73351.54031.25731.22081.18801.15841.13151.10681.08401.06301.04341.02521.00820.99220.97720.96300.94960.93700.92490.91350.90260.89230.88240.87290.86390.85520.84690.83890.83120.82380.81670.80980.80320.79680.79060.78460.77890.77330.76780.76261.55241.27081.23451.20231.17271.14601.12151.09901.07821.05891.04091.02401.00830.99340.97950.96630.95380.94190.93070.92000.90980.90000.89070.88180.87330.86510.85730.84980.84250.83550.82880.82230.81600.81000.80410.79850.79300.78770.78261.55681.27671.24081.20861.17951.15301.12881.10651.08591.06681.04911.03241.01691.00230.98850.97550.96320.95150.94040.92990.91990.91030.90120.89240.88410.87610.86840.86100.85390.84700.84040.83410.82790.82200.81630.81080.80540.80030.79521.55441.27601.24031.20841.17961.15341.12941.10741.08711.06821.05071.03431.01901.00450.99100.97820.96610.95460.94370.93340.92350.91410.90250.89660.88840.88050.87300.86580.85880.85210.84570.83940.83340.82770.82210.81670.81140.80640.80151.54541.26891.23351.20231.17341.14751.12391.10211.08211.06351.04621.03001.01491.00080.98740.97480.96300.95170.94100.93090.92120.91200.90320.89480.88680.87910.87170.86460.85780.85130.84500.83890.83310.82740.82200.81670.81160.80670.80191.53001.25551.22061.18931.16121.13561.11231.09081.07111.05281.03581.01991.00500.99110.97800.96570.95400.94300.93250.92260.91310.90410.89550.88730.87950.87200.86480.85790.85120.84490.83870.83280.82710.82160.81630.81120.80620.80140.7968续表0.500.550.600.650.700.750.800.850.900.951.001.051.101.111.121.131.141.151.161.171.181.191.201.211.221.231.241.251.261.271.281.291.301.311.321.331.241.351.361.371.381.391.401.411.421.431.441.451.461.471.50791.23591.20231.17051.14271.11751.09461.07351.05401.03611.01941.00380.98920.97560.96280.95070.93930.92850.91830.90860.89940.89060.88220.87420.86660.85920.85220.84550.83910.83290.82690.82110.81560.81030.80510.80020.79540.79070.78621.47881.20961.17551.14511.11781.09301.07051.04981.03071.01310.99680.98150.96730.95400.94150.92970.91860.90810.89810.88870.87970.87120.86300.85530.84780.84070.83390.82740.82120.81520.80940.80380.79850.79330.78830.78350.77890.77440.77011.44181.17601.14251.11271.08591.06161.03951.01931.00070.98350.96760.95270.93890.92590.91370.90230.89150.88130.87170.86250.85380.84560.83770.83020.82300.81620.80960.80330.79730.79150.78590.78060.77540.77040.76570.76100.75660.75230.74811.39581.13421.10141.07231.04611.02241.00090.98130.96320.94650.93100.91660.90320.89070.87890.86790.85740.84760.83830.82950.82110.81320.80560.79840.79150.78490.77870.77260.76880.76130.75600.75090.74590.74120.73660.73220.72790.72380.71991.33921.08291.05101.02260.99730.97430.95350.93450.91710.90100.88610.87220.85940.84730.83600.82540.81550.80610.79720.78870.78080.77320.76600.75910.75250.74630.74030.73460.72910.72380.71880.71390.70920.70470.70040.69620.69220.68830.68461.26941.02000.98920.96190.93750.91550.89550.87730.86070.84530.83110.81800.80570.79430.78360.77360.76410.75520.74680.73890.73130.72420.71740.71090.70480.69890.69330.68790.68270.67780.67310.66850.66410.65990.65590.65200.64820.64460.64111.18210.94210.91280.88690.86380.84300.82420.80700.79140.77700.76370.75130.73990.72920.71930.70990.70110.69290.68510.67770.67070.66410.65780.65180.64610.64070.63550.63060.62580.61690.62130.61280.60870.60490.60120.59760.59410.59080.58761.07000.84380.81650.79250.77120.75200.73470.71900.70460.69150.67940.66820.65770.64810.63900.63060.62260.61520.60820.60150.59520.58930.58370.57830.57320.56830.56370.55930.55500.55100.54710.54330.53980.53630.53300.52980.52680.52380.52100.91840.71390.68980.66860.64980.63300.61790.60430.59180.58040.56990.56020.55130.54300.53520.52800.52120.51480.50880.50320.49780.49280.48800.48340.47910.47500.47110.46730.46380.46030.45710.45390.45090.44800.44520.44260.44000.43750.43510.68870.52470.50590.48950.47500.46220.45060.44020.43080.42210.41420.40700.40030.39400.38820.38280.37780.37310.36860.36440.36050.35670.35320.34990.34670.34370.34080.33800.33540.33290.33050.32820.32600.32390.32190.31990.31800.31620.31450.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.00000.0000续表0.000.050.100.150.200.250.300.350.400.451.481.491.501.511.521.531.541.551.561.571.581.591.601.611.621.631.641.651.661.671.681.691.701.711.721.731.741.751.761.771.781.791.801.851.901.952.002.102.202.302.402.500.44770.44210.43660.43120.42600.42100.41600.41120.40650.40200.39750.39310.38890.38470.38070.37670.37280.36900.36530.36170.35810.35460.35120.34790.34460.34140.33820.33510.33210.32920.32620.32340.32060.30730.29510.28390.27350.25500.23890.22480.21230.20230.62320.61790.61270.60770.60280.59800.59340.58890.58450.58020.57600.57190.56790.56400.56020.55650.55290.54940.54590.54250.53920.53600.53280.52970.52660.52370.52070.51790.51510.51230.50960.50700.50440.49210.48090.47060.46100.44410.42940.41660.40250.3950.68650.68130.67630.67140.66670.66200.65750.65310.64890.64470.64070.63670.63290.62910.62540.62180.61830.61490.61150.60830.60510.60190.59890.59590.59290.59000.58720.58450.58180.57910.57650.57400.57150.55960.54880.53890.52980.51350.49950.48720.47640.46680.72830.72320.71830.71360.70890.70440.70000.69580.69160.68750.68360.67980.67600.67230.66880.66530.66190.65850.65530.65210.64900.64600.64300.64010.63720.63440.63170.62900.62640.62380.62130.61880.61640.60500.59450.58490.57610.56050.54690.53510.52470.51550.75750.75260.74780.74310.73860.73420.72990.72570.72170.71770.71390.71010.70650.70290.69940.69600.69270.68950.68630.68320.68020.67720.67430.67150.66870.66600.66340.66080.65820.65570.65330.65090.64850.63740.62730.61800.60950.59440.58130.56990.55990.55100.77760.77280.76810.76360.75910.75480.75070.74660.74260.73880.73500.73140.72780.72430.72090.71760.71440.71130.70820.70520.70220.69930.69650.69380.69110.68850.68590.68340.68090.67850.67610.67380.67150.66070.65090.64190.63370.61900.60640.59540.58580.57720.79040.78570.78110.77660.77230.76810.76410.76010.75620.75250.74880.74530.74180.73840.73510.73190.72880.72570.72270.71980.71690.71410.71140.70870.70610.70350.70100.69860.69620.69380.69150.68930.68700.67660.66710.65840.65040.63630.62410.61350.60420.59600.79680.79220.78770.78340.77920.77510.77110.76730.76350.75980.75630.75280.74940.74620.74290.73980.73680.73380.73090.72800.72520.72250.71990.71730.71470.71230.70980.70750.70510.70280.70060.69840.69630.68620.67700.66860.66090.64720.63540.62520.61630.60840.79730.79280.78850.78430.78020.77620.77240.76860.76500.76140.75790.75460.75130.74810.74500.74200.73900.73610.73330.73050.72780.72520.72260.72010.71770.71530.71290.71060.70830.70610.70400.70190.69980.69000.68110.67300.66560.65240.64110.63130.62270.61510.79230.78800.78380.77970.77570.77180.76810.76450.76090.75750.75410.75090.74770.74460.74160.73860.73580.73300.73020.72760.72500.72240.72000.71750.71510.71280.71060.70830.70620.70400.70190.69990.69790.68850.67990.67210.66490.65230.64140.63200.62380.6165续表0.500.550.600.650.700.750.800.850.900.951.001.481.491.501.511.521.531.541.551.561.571.581.591.601.611.621.631.641.651.661.671.681.691.701.711.721.731.741.751.761.771.781.791.801.851.901.952.002.102.202.302.402.500.78190.77770.77360.76960.76580.76200.75840.75490.75150.74820.74490.74180.73870.73570.73280.73000.72720.72450.72190.71390.71680.71440.71200.70960.70730.70510.70290.70080.69870.69660.69460.69270.69070.68170.67340.66590.65910.64700.63660.62760.61970.61270.76590.76810.75790.75410.75040.74680.74330.73990.73660.73340.73030.72730.72430.72140.71860.71590.71330.71070.70810.705