土地开发整理工程设计报告

圈表妈7.3泰.2岂-3霸纪机渠道卫流量推算表衬序号想名称胡长涨度毁世纽（至m)响控制面积胳（蒙hm知2帆）哑输水方向痒1筑五干渠二支墙渠蹲2+480-弓4+390戚1913找267.50广88傻由北向南押2走直斗负渠理6-1浓863革72.124莲1核由东向西未3边直斗失渠爪6-2订880敢138.25治21滥由东向西降4盒直斗鄙渠漫6-3堤990寇78.186铺0田由东向西冠5与直斗字渠府6-4呈1885待130.58寄06爽由北向南约6番斗渠默6-1-3桨988展95.982塑6动由东向西跳7植斗渠辆6-1-4晶1354京149.70核01忠由西向东绣8还斗渠唤6-1-5勺923续57.537胀5此由东向西拜9弯斗渠刑6-1-6魄1380剧102.61们99至由西向东周10奔斗渠拾6-1-7纽932鱼55.132宣1墙由东向西申11考斗渠破6-1-8寸1378傍94.512敢6躁由西向东无12川斗渠螺6-1-9行693米43.847勒1偶由东向西哥13杜斗渠趁6-1-11图650怠111.10淹81笛由东向西搞14啄斗渠努6-1-14销826辨78.316霸9骨由西向东私15哈斗渠型6-1-15父1302荐78.161下6桌由西向东丸16口斗渠纠6-1-16狸494早125.38骡77轻由西向东在17绳斗渠逃6-1-17卷1150居72.961钞5帽由西向东绣18增斗渠奶6-1-18践354那64.333湿1劫由西向东灿19防斗渠宝6-1-19屠1005狡69.486寒7越由西向东既20扣斗渠前6-1-20培877老35.300鹿1捡由东向西递21庸斗渠报6-2-2喝1210串33.998性5船由东向西喝22炕斗渠趟6-2-3急378教52.786勇2莫由东向西拦23困斗渠济6-2-4肌601佳34.397利6象由东向西堂24跳斗渠智6-2-6头800辅61.377桨4株由东向西糖25敏斗渠资6-2-7寄843芹117.74尿84太由东向西像26嚷斗渠批6-2-8该1107盾82.566趟1峡由东向西竖27助斗渠晶6-2-9忘480江52.163就0块由东向西蹦28饺斗渠盟6-2-10蚂974登97.285寄0聪由东向西房29梯斗渠蓬6-2-11落1264邪78.318退2舒由东向西妙30绳斗渠据6-2-12私556险47.005相1挂由东向西拆31惯斗渠吹6-2-13纵1510助62.626雷1村由东向西广32释斗渠皱6-2-14锋598呼88.492饺6赢由西向东趋33诵XX角1观斗渠径659削69.609目2具由南向北改34诸XX凯1-郊1站斗渠血416咱39.178议8木由西向东季35剥XX厨2衰斗渠徒440企79.163绿3筹由南向北峰36花XX炉1符斗渠照1340日101.78醒90朝由南向北湿37唱XX缸1-峡1恰斗渠占1008遵80.500眨0潮由北向南蕉38莫XX律1-聚2司斗渠功943岂41.789群0喊由北向南型39担XX损3罩斗渠当696汁66.983挎3诸由西向东联40亚XX扑4凯斗渠姑992罗52.831谅0桃由东向西焰41鹰XX舱5爹斗渠规992华66.513灾2御由东向西堂42秀直斗浩渠娘6-5舍880烧96.836木9俘由东向西卡43济XX旧联斗竹541饼83.130寿1享由西向东介44张直斗父渠肺6-7必1124窗136.02溪20帝由东向西赴45惜XX需1陡斗政820休69.909冷3品由东向西早46借XX谎2做斗竖734嫂40.278硬7间由西向东惕47乌XX匪3符斗到638形40.000存0征由西向东规48铁XX荷4村斗免531火62.350鞭0需由西向东楚49技斗渠年6-5-9晚1429状254.10歪16麦由东向西投50狐直斗党渠酸5-1封1046漠77.827茫6稳由西向东兵51除直斗绸渠恰5-2饰1152雄72.124茄1杂由西向东驱52织直斗宫渠矿5-3远1114陡86.116辅9远由西向东朱53逮直斗湾渠请5-4抹1065贞87.801热7释由西向东显54有直斗顷渠脉5-7寇1100插70.227渠8箩由西向东话55世直斗拆渠鸡5-9脉1070窄51.062项6根由西向东左56塞斗渠澡5-2-1帜608粥44.861裳4魔由西向东疤57昏斗渠物5-2-2辰1072倘88.197欺7尖由西向东铃58剂斗渠排5-2-3蜜1080愁83.156且2瞧由西向东烫59泰斗渠建5-2-4捐1040亡85.114笋9滨由西向东征60雪斗渠哗5-2-5移998困39.335亏5掀由西向东析61粱XX敬1陶斗脆1055阔70.574狡1搭由西向东岩62鸡XX瓣2逃斗系937资50.567雪9陵由西向东捕63晕XX葡3鸣斗定1205丧44.821骄5雅由西向东附64贞XX匆4湖斗催1297阁127.54萌25握由东向西委65亿XX狂1树斗俱998茧154.16气18版由南向北伍66丑独斗孔渠腿1耽480望50.947纯1戏由北向南率67具独斗西渠毯2块672谷57.880烤0散由北向南茎68遇农渠监6-1-4赢-1怪670置18.200控0陵由北向南缴69堡独农漫渠抖1姓427火16.500狼0烂由东向西墙70姜独农挺渠法2泉420扰17.800序0躁由东向西令71旧独农炎渠数3绑435昼19.400企0斜由西向东论72脑独农难渠俩4赵440靠15.600润0眨由西向东广73畅独农东渠胀5佳1229揉42.200嗽0写由东向西奥b指）哭渠道纵横断面逮参数的确定六渠道纵坡比降迎的确定：基本渠依据地面坡度约设计。发渠道边贸坡薪m拼确定：渠深超我过失1屈m踏的遮取般m=1.址5陵；渠深小答于边1喂m闲的疯取堂m=1.晌0惹。息渠道糙坊率某n疮确定：凑砼欲衬砌渠踩道抵=0.01诊7考，土渠渠旨道途=0.0塘275纪。缎渠道的不冲流件速杜V求不冲使的确定：衬砌安渠饺道英V刚不冲裤＜诉5乒m/s教.低土渠渠犹道扰V字不冲挎＜霉0.9m/遍s携。崭渠道的不淤流冲速梯V谱不淤仗的确定伍：虾V瞧不淤废≥炮0.3m/镜s裳。朵1缩）渠道横断面裙设计：在一般尾情况下，在确棋定计算参数后口，设计断面采张用梯形。按明足渠均匀流公式载，进行渠道的直水力计算。跟明渠均匀流的临基本公式是：V=C判式中忠：洽v挡-覆渠道平均流速曲，应m/s;端C欺—予—折谢才系数；危R边—庸—纤水力半径仇，弦m碰；西i寺—歪—淹渠底比降。坐谢才系数常用绸曼宁公式计算奥：悼式殿中：拔中豪n荣—图—微渠床糙率。递式稻中：泽Q桂—怒渠道设计流量第，钟窜m³幼/浩s食；猜A蚕—壶—膛渠道过水断面嗓面积舍，席m垒2严A披=吸（屠b+m山h始）煮h援式鸣中：州m鉴—渠—汪边坡系数，均焰取警1.0-1.益5多；勿b伤—倾—净渠底宽困，败m锻；郑h久—傻—亚水深伯，响m价。χ=燕式中慈：侮χ—拖—存湿周辱，图m跟；宫R=A估/急χ—职具体规划的各嫌级渠道水力要陪素计算成果见恶表配碧-4市表扑7.2祥.顿3镇-4谷朱若拣找什写乡渠道水力要素带成果表没序号座名称感长商度丢弊瞎（逐m)臂控制面积摸（瞎hm跳2想）挽设计自流灌溉钥流量点（捉m3/患s勤）碗h

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惊60.5泪0.1碌63豪斗渠灿6-5-6蝇60.26恭六干渠五支渠籍2+648遍60.36亿0.1据64腰斗渠筒6-5-8斗59.93虽六干渠五支渠级3+700斤60.03慰0.1趣65雾斗渠藏6-5-9零59.98雕六干渠五支渠蹄3+410舰60.08丹0.1声66租直斗敌渠胸5-1埋61.25绿五干渠盐0+050例62.25通1.0竞67健直斗粒渠岗5-2项61.15盗五干渠乌0+575信62.13停1.0掠68眉直斗睛渠狠5-3敢61.76而五干渠狂1+210卡62呈0.2蓄69艰直斗锯渠宽5-4韵61.27宴五干渠锣1+848爽61.86槽0.6朋70锻直斗挂渠芦5-7助61.10亮五干渠所2+840愉61.66醉0.6陈71员直斗食渠斩5-9集60.85物五干渠每3+290沈61.57奴0.7衣72盟斗渠陷5-2-1贵60.70卧五干渠二支渠便0+000帝61.35圈0.6梨73扰斗渠赏5-2-2典60.80旦五干渠二支渠断0+545断61.24惑0.4扇74闲斗渠免5-2-3骑60.50含五干渠二支渠旺1+172创61.12酿0.6问75猜斗渠懂5-2-4章60.00造五干渠二支渠谢3+640饼60.05危0.0贼76辅斗渠垦5-2-5艺59.50北五干渠二支渠嘉4+366遥59.86翠0.4蔽c榆）渠道衬砌设冶计路根据项目区内海调查本资料可知，中项目缝区部分腐区域第渠道渗漏严重珠，为保证农业赔生产，提高渠腥系水利用率，涛本次设计对迎渠道肥进行防渗处理幻，衬砌条数为勺73毙条，抬支川渠续1胖条勺（史五干渠二支公渠阀2+480-浆4+390姿）洁、长壳1.913削k馒m头；斗渠摘66傍条、长耗59.718虾km州；农喜渠窝6味条，以长搏3.621k我m巩。1、衬砌型式形采用膜加砼保店护层衬砌。渠茫底、边坡均采鸭用预制砼板，秧砼板厚紧8盆厘米障，下设亚5址厘米砂垫层住，第三层为客复合土工膜壮。砼板规格宗为色50×名5狠0垄厘米尾，复合土工膜奇为两布一膜，旷规格为长40碎0卧克烘/歇平方米，预制锻砼板衬砌到渠板顶修加质30c驶m露宽的水平封板什厘米筋。续2战、土工膜的选异用驳土工膜物理力爱学指标应符合饺表轨7.3娱.2犯-醋6壶要求。扮表望7.3顺.疲2威-虹6慈阁骆留使拐琴土工膜的性能云要求逗项铸浊炊目网聚砍塔铁乙声顾途烯俊容就重屡(总g/c默m³匆)提0.9例1启～踏0.93况抗拉强睛度市(惑Mpa)窑≥长10.0患拉断时的延伸笛率仁(浇%)爸≥祸280桐使用温度范费围商(昂℃事)吉-5渐0配～究+60阶抗冻衫性萝(同℃薯)旧-60扣撕裂强阀度暗(睁N/mm)亮＞债40辣渗透系组数倾(名cm/s)样＜驳10-11绘根据规范要求揭和国内工程应觉用经验选路用勿100/0.渣2是/100微（仓400g伶/幸m尊2套）吩复合土工膜。乌表摩7.3匠.2核-凯7安震歌容冻侵灌溉渠道工程北量表窗序号营名称桨长笨度净谜风（匪m)朗填方量需（冻m训3伞）瞎挖方量傅（兼m脂3啦）阔砼能裕(m蒸3产)碑砂夹逗(m设3行)晚土工条膜值(妨m粒2舟)情1匀五干渠二支渠弊2+480-姥4+390备1913究2371睁348泰652缠408致8346紧2摧直斗柏渠啊6-1微863总748帽168胃323窑269巷5474混3券直斗碍渠后6-2鹊880舟359作372骗340鸦212线4337帽4嘱直斗料渠家6-3嘱990耻614瓜539塑350统292微5934乒5村直斗提渠亩6-4振1885辱729再491芬728膨455效9290演6酬斗渠尊6-1-3鲁988篇227桂197汗387网242书4934却7携斗渠互6-1-4册1354虹956暑366演530蝴331信6762瞒8贯斗渠纵6-1-5嫌923慕1075感192灾283鸦236净4810饿9妥斗渠湿6-1-6内1380互952鄙552善588适368餐7491晶10壤斗渠腊6-1-7佩932备459谱280滑242枪202摊4127际11快斗渠衣6-1-8持1378脑798皱396脑501迎313课6402约12榜斗渠比6-1-9露693洪193竿184关215娃179抽3657最13露斗渠宅6-1-11避650岔514蹈652番325尖203页4123很14酸斗渠耻6-1-14秋826厉174恐212乞286骤179沃3658必15羽斗渠那6-1-15席1302泄2223隐308纪480徐300树6134认16牢斗渠喇6-1-16皇494军663寒59臭171长107因2188蒜17截斗渠拐6-1-17阻1150倾1676钩219保299耳249副5093惭18黎斗渠圈6-1-18或354覆366宣219戒133卡110固2245母19棉斗渠伏6-1-19时1005董445粉383迷400款250轰5095谣20胀斗渠下6-1-20旦877鄙203瓦391驾284肉237恳4818货21恐斗渠铺6-2-2犁1210成1343应261予335栋279摘5701信22链斗渠袋6-2-3寇378穷216孕35咽105律87锤1781凯23窃斗渠笔6-2-4役601葡49鼓290贞136润113老2322纵24富斗渠谈6-2-6僚800摧929富139龄239湿199犹4056森25王斗渠炎6-2-7须843决482拍239痕292支182乏3733穿26圈斗渠白6-2-8狂1107晓427乖309肉428未267恒5456芝27支斗渠司6-2-9盒480捆140咳127乓125惨104确2126右28锈斗渠都6-2-10摩974键611要628谣476爽297包6044蒸29绍斗渠蓄6-2-11抖1264洞541寄667锄423晓265耕5419波30节斗渠气6-2-12是556期281疏227张156淋130盘2662呀31港斗渠巴6-2-13恢1510顷1940线712活611宴509茫10332坚32扶斗渠壶6-2-14吼598始360滚284妥214究134驰2733汇33迎XX耽1障斗渠酿659蹄1629弊639深铲袋蚊34邪XX朗1-箱1蛛斗渠望416监205唐125含108拥90贸1842寸35层XX睬2著斗渠素440夫487尚70伐240造150企3048买36阶XX资1哈斗渠慌1340早2355颠1502此434墓271倒5555蚊37涂XX孔1-牌1偿斗渠冷1008慕1958术1318饺287港180佣3692露38折XX饥1-梦2燕斗渠啄943镜1621虏1282飘202盏168哥3454立39抹XX盲3垦斗渠拍696牵1803忌1386顾225途141俭2885沸40弟XX截4眼斗渠愚992筑2246益1299汪241议201忘4112粉41红XX静5葱斗渠急992撞488犯298俯258挂215躁4393裂42之直斗乌渠叠6-5值880妥990宾493板465靠290某5897博43巡XX裳联斗绸541翅266彻243椒209傲131奋2666意44谢直斗扑渠抬6-7灶1124嫩686抵506资434迅271铺5540凭45乔XX堆1物斗胳820崭403律369涂238煤198谅4041峰46坡XX纵2刚斗宵734饺448彩220捐191虫159笔3250男47饭XX忘3伪斗冠638调1353盘852末155超129右2645证48浊XX轻4翁斗格531甲218另159堪138壶115勾2351叫49鼠斗渠积6-5-9同1429断586淹643刃552粒345问7043揪50竿直斗惊渠攻5-1获1046怠90抚470另399泊250积5096箭51舅直斗挎渠糟5-2鲁1152佩149衡1077掠407敬340添6905荷52耀直斗稼渠姓5-3乎1114烂1652高826亩556夸348染7066喂53键直斗避渠递5-4嚼1065蒜1945客483有393鼠246镜5018凭54网直斗球渠颤5-7笋1100示1004料156脸300书250裁5110斑55籍直斗步渠引5-9恩1070雨2020利36祸310券258匀5273蝇56樱斗渠瘦5-2-1盟608筐869纹353上221垒184遥3737遵57属斗渠湖5-2-2遗1072黑1258物762校463惕289智5890舍58稠斗渠友5-2-3碧1080坝1369凯178煮442淹276泻5628藏59润斗渠应5-2-4蚊1040雄2281减330滋文赴反60事斗渠销5-2-5陈998引1190失148愧366印305赛6193弊61胶XX玻1但斗也1055逐2733挥1768侧供会门62兰XX根2悠斗甘937慎1955开1560库杨钓仍63惨XX德3奶斗鼻1205室2551撒2052皆北融喇64承XX扛4术斗肆1297哪2952餐2097具你幻先65冤XX鸣1宗斗升998盒409柱299匙346犹216卷4420内66猫独斗唉渠剩1煌480短197识115控103睁86贵1758烘67闸独斗词渠燃2使672骡276党161华144吼120核2461疑68朵农渠子6-1-4调-1拒670翁275宿161初143铜119买2454田69通独农尽渠时1熄427蹈175皆77兔86逆72仅1479汤70惑独农涝渠沃2宝420负172幼76稿85诉71乐1454扬71据独农茶渠诉3眨435乖178掌78终88度73肝1506订72信独农赠渠干4京440泄180惠79息89面74肢1524趴73进独农衰渠进5净1229旁504卫221杠248弹207升4256狭小计敞支渠清淤衬砌蠢1913债2371帅348厨652悲408胖8346观小计捞斗渠清淤衬砌访55224中49232盟25928估19226赢13519纽275905江回小计狗农渠清淤衬砌个3621服1485段692俩739摧616倍12673酷小计容斗渠清淤整形县6193沉14101尊8446些骆预蚁合计绪66951身67189工35414固20617居14542笑296924铃薄7怠.婆3遭.贺3占排水沟道辟项目区总体地秒势为西北高东叫南低，自西向姻东，自北向南范排水。项目区颠内现有排水骨运干工咏程梅5小条，为舅XX太支沟、惑XX晋十六支和衡XX米支沟，篮XX御支沟由北向南僻布置，赏XX他一支沟、长砚便支沟自西向东龟布置，区内总豪长院45.169隶k恭m财。排水承泄区筑分别为属XX逃排干和福祥排雀干，最终汇入咐XX天支河。幕a)泳度设计标准杰排水沟道设计泡及面排水系统建筑悄物设计标准为盐十年一遇。驻b)病洁排水模数绞水田按十年一谱遇，三日暴雨竟，四日排至作边物耐淹水深；但旱田按一日暴盟雨所产生的径离流二日平均排青出计算。钟排水模数采用勺《跟XX灵省氏XX浑市哥XX离灌区续建配套挠与节水改造工馅程可行性研究购报告》（么XX胞省水利水电勘术测设计研究院仍编制）的成果业，其序旱田排水模弯数誓1差0称年一遇柴为鹊0.196樱m³钥/s·km订2萄，荣5鱼年一遇乱为助0.125栽m³停/s·km担2听；水田排水模头数受1捡0夏年一遇葱为疏0.167魔m³代/s·km铁2斤，茶5帆年一遇俘为傅0.114范m³医/s·km兔2晋。嫂项目区共布置龙支沟、斗沟、守路边口沟迁177碰条，总长惨214.27筝怨k买m略，其中：程支刘沟予8妖条、长评45.169轧k碌m拥；斗肤沟重84惊条、长瓜86.54膝km丛；路边智沟帖8熊5壁条，吃长么82.561裙km躬。排水沟系设计排水流量计算滤按水田排水制掩度，设计水田鞭排水流量按下讯式计算：筑Q纱水蔬=W捎水大·q器水谈佛告撞燃狂月怪位（域夸-灵1牧）叉联式中生：海W俩水许—全—高排水沟控制的剩耕地排水面积页（万亩）舍爷壤q略水懂—剖—享肤设计田间排水誉模数洞2豪）宽底排水沟断面设榜计切项目区内农田钞排水为自流排哨出，横断面设贷计按明渠均匀雾流公式计算：息Q蒸=骆ω旧C帐条坡牺米慧压痒仗误刘（喂源-盾2灯）半式中嗓：畏Q宜—饲排水沟设计流捕量（券m³川/返s辆）；大ω哀—夏排水沟过水断斗面面积舟（意m检2即）；孙C劫—赖谢才系数默，罪C=甩贡格；忍R南—理水力半径肿（世m妨）；惑i辨—座沟底比降；闪n冲—趋沟道糙率。油断面设计的主若要参数比降：拴根据沟道沿线快地面比降，下员级沟道的排水湿口排水水位要胶求、沟道土质技、设计流量等术综合因素，综绸合考虑确定。沟道糙率：争按《灌溉与排吐水工程设计规宏范》取值，释根据规范规定逆，排水沟道糙瓶率膨n石值因设计流量商大小而异，具推体确定界限为犹：怜Q=怪5沟～金2榴0孔（翻m烧3奸/仗s轰）四n=例0.025晨Q=景1槐～嫌5膨（屯m奋3调/扎s荣）庄n=娘0.0275拖Q<1嘱魄（屯m畏3膝/茧s蹦）苦命n=0.0凳3流速：拥沟道设计平均含流速控制藏在幻0.凭3安～窝1壁.0m丸/懒s定。撞边坡：丢土质沟道盾取论1:1.蜓5放。沟底宽：钟按选定沟道设采计参数，用试筑算法求解沟道房断面。先假设耐沟底宽和水深扒，计算过水能请力，校核沟道坐流速。如出现私不符合要求，肿需重新假定沟昼底宽和水深，报再校核过水能殃力和流速，反阶反复复直到满召足要求为止。勤排水沟水位推敏求稍前述地形、土鞋壤等情况确定喝的排水沟比剃降避i俯，根据每条排奏水沟控制面积筑大小，选择代蜓表浊80硬%军的地面参考点罗，从田间－农浸沟－斗沟逐级仍推出要求水位午，其公式为：蝇H=A桥0侮-咸Σ舌Li骡-掉Σ溉Φ舅-危Δ料h嘉执庆笼敢致碎甩（适猎-酸3炮）哀式中坐：有A灿0症—醋地面参考点高旋程孤（端m波）朵维报Σ隆Φ面—间局部水头损失钻；钥料哥Δ尾h棚—既所选参考点与资该处末级固定丢沟道水面的高射差，扇取门Δ烦h=溜0.2m挥；恳L柔i担—耀各级排水沟长趟度和坡降之积纹。驴各级沟道分水深口要求的水位璃高程确定后，熄考虑地面坡降党及上、下级沟广道的衔接条件戴，同时满足不充冲不淤流速的查要求，以工程帅和投资最小为录原则，经反复遥调整，使多数升参考点水位与京设计水面线接搞近或在其上。反推求水位的结线果与实际排水丝情况基本吻合阅，水可以排出机。慰沟道流量计算抢结果见表森黑-1币，排水沟水力白要素见表谁项-2战，排水沟水位杰衔接见表初历-臭3祝，排水沟工程霜量及占地见表搏炒-册4免。泄表谣晚-1亚惯孕苍排水沟流量计鹅算表状序号详名称政长度讽（慈m)若控制面积坏（坟hm迫²枝）义设计排水流量涝（梁m³/窜s碗）社1禾抛XX说支地沟任10+016爆-9+600版416逢125.34攻忠0.143瞎XX关支悉沟保9+600-夜8+800够800享454.52棍出0.518档XX交支偿沟鸭8+800-轧5+800灿3000业689.56无俘0.786淡XX童支膀沟衔0+800-罚5+800潮5000帜1250.0暮0低1.425描XX乏支尺沟功0+000-咳0+800络800赛1381.5电7罩1.575便2太举XX肾十六支认沟轨9+631-货6+000慢3631委1308.7梯7堡1.492盟XX尘十六支姜沟窜6+000-耻3+000减3000线2390.0嘉9栽2.725轻XX原十六支肚沟随0+000-宿3+000迟3000为3471.4坡2区3.957需3首XX泄支旅沟册10+409乓-9+000欠1409垄115.78扩袜0.132冠XX狂支锈沟没9+000-热6+000误3000旅362.31授客0.413消XX涝支蕉沟各6+000-榴4+400使1600粘493.78亚隆0.563贴XX五支弹沟陵4+400-棚3+000截1400批608.83惹偷0.694惧XX他支嚷沟贯3+000-精0+000肺3000摆855.35旷冷0.975趟4脸XX贱支沟介3266悟1026.3椒0棍1.170轨5携西大排北沟薄1657挣455.61食免0.519库6雁西大排南沟穷3670娱482.03或璃0.550费7段XX塑1帽支沟茂2655悼420.50阔远0.479祝8腔长砚支沟孟3236河1446.8耕0跑1.649仔9巨斗钉沟妄1-1粗1164冬77.827腰6吴0.089轰10跃斗锁沟心1-2卵882乔72.124朗1违0.082蜓11析斗铜沟泳1-3阿1113勿83.438虾2臂0.095府12某斗止沟折1-4励664参66.128现0泊0.075包13匆斗次沟烘1-5洽1086鸭86.116低9棚0.098程14寒斗枯沟驱1-6萝968姻136.96徒46另0.156六15尸斗元沟松1-7摸1007复91.410本4透0.104在16阁斗高沟皂1-8塘1019丈116.31涝61屯0.133翁17拿斗钻沟废1-9哪1119能71.465孔2恢0.081程18壤斗类沟魄1-10夫648尿55.132抚1搂0.063请19滨斗夜沟聪1-11究1071盈66.617学3匹0.076年20肚斗膛沟素1-12爱894膀98.979占1伐0.113阿21穷斗技沟承1-13子1090哭89.706膜9蹲0.102容22稳斗约沟贴1-14扁522套97.248俭7蜡0.111膝23静斗蒙沟槐2-1利1355粘86.642汇1批0.099裕24酸斗哑沟壶2-2用273截83.409浅5痕0.095灌25党斗菠沟制2-3蠢1383弹149.70山01鹿0.171垄26锈斗来沟券2-4运362贱53.998逢5浮0.062器27堪斗妨沟币2-5折1374福102.61丰99如0.117培28垮斗茧沟魔2-6药580滔52.786授2私0.060逝29刘斗僚沟是2-7锈2052蜘94.512蹲6蝶0.108它30搬斗绝沟扬2-9酬1769寸178.50腐11扶0.203仔31勾斗撒沟惩2-10鸟664亭34.397团6磨0.039厘32干斗聚沟种2-11盈1667这145.78抹75宰0.166鬼33着斗材沟缴2-12野811登34.185劲3糖0.039动34仔斗害沟到2-13柿1401杯111.35勿47窑0.127瓣35席斗转沟盯2-14粘892休62.312嫂5始0.071踢36玩斗第沟鞋2-15叮1308闹61.754蜡2雄0.070粥37键斗贤沟溪2-16辆1103须117.74彻84棕0.134融38惕斗腐沟熟2-17钢1282疫78.161承6性0.089伍39责斗小沟件2-18劈1162蜘82.566瓶1流0.094馋40蛋斗棵沟铸2-19础1195源125.38派77阶0.143蕉41绒斗邮沟龄2-20救900勾46.865故3猛0.053族42期斗诸沟统2-21蔑1143谱77.264泊3洪0.088参43嗽斗乔沟陆2-22榜732御81.585叫4好0.093膨44煤斗户沟聋2-23响1515寻98.286渗8挂0.112正45倾斗喉沟鹿3-1庆2858第130.00稼00眼0.148必46沾斗恭沟言3-2激3059粗157.00吸00衬0.179榆47没斗拨沟岗3-3往3246忘184.00雕00楼0.210风48框斗沟凶3-2-1魔838迁35.600郊0困0.041燥49劫斗沟刮3-2-2蛇862钱29.800衣0势0.034尚50哥斗沟临3-2-3茧938离33.400策0胆0.038怕51普斗沟抛3-2-4靠1329少58.200疲0克0.066该52孔斗沟嫌3-3-1丘823演29.800荡0匪0.034协53偿斗沟往3-3-2鸡821区39.700瞒0辱0.045手54城斗沟逮3-3-3骄863恼41.250筐0滥0.047蓬55貌斗沟虚3-3-4血845昌40.580旁0症0.046童56长斗沟密3-3-5婚805飞33.590扣0载0.038厘57脱直斗候沟舟1冤174护10.860随9仙0.012雹58敌直斗蒙沟当2酷1961面441.10货08胁0.503放59茂直斗段沟童3给579压26.093纪5锻0.030程60陈直斗裹沟框4途545既83.438理2湖0.095久61栗直斗换沟乡5舒725劣71.790湿7椅0.082绢62棉直斗渣沟博6妙472持45.957屯3低0.052帜63敲直斗凉沟败7拿1190乞76.865掘8每0.088冈64叨直斗遭沟梳8就851耍24.470磁7安0.028顿65满直斗晕沟区9喝956栽102.36跪50顽0.117掏66赏直斗浮沟甜10侄519倡72.677斩4葱0.083劣67佣直斗蜜沟谅11毛1388驰251.17倘85抵0.286夕68场直斗姥沟拣12榜746踩112.83心18婚0.129陈69状直斗守沟部13练709歪62.661宫8钥0.071喊70聚直斗足沟龙14止455筹68.651攻3掘0.078卡71休直斗骡沟夹15磨444肉25.951红9邀0.030腊72哈直斗鼠沟床16拥554涝69.909挺3颂0.080蛋73凑直斗卸沟煎17优1652轮212.71卖13哭0.242形74膝直斗耍沟荣18供1359怀295.84灾13晶0.337绍75董直斗勿沟碰19皮797棒155.26跑06饥0.177矩76肉直斗南沟拒20润1525向127.51辩13具0.145屈77夹直斗伟沟倡21够2397炼455.00朱00康0.519雅78叛直斗樱沟事22盖691圆57.286忙1剃0.065燥79栋直斗月沟仪23饲1110蚀146.99盟85靠0.168孕80播直斗旱沟服24躲659增94.930孙6严0.108没81窑直斗宣沟尼25达639扒65.899刚7序0.075杰82搅直斗繁沟现26缎829岸54.202利1际0.062铃83艳直斗仿沟稳27裹819箭46.091唱1陡0.053它84画直斗无沟阳28摘672隔49.247桂4轿0.056变85脆直斗医沟得29烤827饲58.145填0慨0.066专86业直斗丝沟堤30舅729尼58.145断0蓄0.066厅87僻直斗述沟漏31瓦706灵40.499乳8莫0.046帆88赛直斗烤沟翼32朽681乖93.380象7屠0.106竖89共直斗彼沟变33习689浪93.380廊7屠0.106浊45仰直斗觉沟拉34夏791扇115.00愁91购0.131叨46器直斗玩沟伙35里814给75.991辞0勺0.087刷47悟直斗蚁沟悟36纪429崖165.20故82诉0.188育90香路边铃沟罗1呢486窗57.453藏8灾0.065间91累路边细沟档2谦722燥62.841夺5返0.072拌92膛路边鼓沟冶3怜588贸78.683享7索0.090湿93岸路边睁沟秆4乱589陡42.975籍7归0.049笑94芬路边绿沟里5系591下44.076危9闪0.050抵95窄路边菌沟丰6茶591舟159.15搏59泛0.181冤96锹路边英沟拒7晃2659矮179.18液03与0.204肆97镰路边家沟王7-1序954手66.751蚂4弟0.076互98鸭路边瓜沟贤8侄1460翼163.30维59朱0.186况99变路边竞沟惯9眯876匠54.311魂3燃0.062欢100仍路边械沟宜10被581蚁34.702爱9督0.040呢101乱路边迫沟隐11急1071番117.67丸99谦0.134缴102冬路边胳沟泄12颈617暮34.397盏6叠0.039壳103骗路边粉沟刘13汇1138改117.67拜99三0.134鼠104感路边雄沟捧14逼1085俱71.727瓣9法0.082跨105笋路边歼沟块15贫1155凉59.850盗1返0.068疑106君路边沸沟跑16坊622坑103.90水73准0.118侵107钩路边艇沟厨17懒219越20.790胳0睬0.024栋108渴路边秆沟的18壳1771引139.46蝶30辫0.159厦109洋路边块沟声19择847闻89.862即5钢0.102恒110妖路边需沟彼20且846落71.790才7缘0.082柳111霸路边罗沟先21多840屈42.563协0呀0.049柏112乞路边优沟垂22制771仅71.790锐7嘴0.082断113嚼路边狠沟届23筑567驱26.510接0买0.030佛114哭路边橡沟茄24唯740掌51.291咸4荣0.058紧115世路边佩沟疫25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