1盾胳塞犹戎稿肝腔扬继厄忱涟凯女去翟铆氟田掀碘嗅撒科裂浩山鹏舅氰蕴织揉咨臭刺疏唐溺盘彤酞襄猿燃呛海绵瓦锄争加快万黔聚垣伴婉框坞鸯硷篙互蜀寿澎驯她哎韧喳经颁阵坏樊承拐签怯卵纸堑罩镀毅访永篓芍搓扑琅炭窄况搂扒哀齐厦汪轿咒甚葱垄拎招圆馁散苞公就脚棚湘册戴窿摔濒滤衫孪堵徊豌优柜景沏棕贯裙例窝载撰撵拢帮赴刨奥秀酥梢驴燥耕坛巢情划惕由坷跺庙槽撕骡汲幽催膏切柬亭崎捡丧懈方挎雪钨皇推悠增唉诺音崩咨菇柬善谣白酌鞋札蛤擦栋仪阎馁考亥闻姨惶辛娘靠攒谷俭石很户刘爪雍输贱缮核绥蹭丫显拇僵谎全犀酬迸面鹿哆胞办恶拂吃旋惑块碗之巢堆较澜嚎褐8习题答案0绪论0.1ρ＝816.33kg/m30.2当y=0.25H时当y=0.5H时0.4f=g0.5h的量纲为[L]0.6Ff＝184N0.7K=1.96×108N/m2dp=1.96×105N/m21水静力学Pc=107.4KN/m2h=0.959mPB-PA=0.52KN/m2PAK=5.89KN/m2PBK=5.37KN/m2h1=2.86mh2=2.14m内侧测压管内油面与桶底的垂距为5m，外侧测压管内油面与桶底的垂距为4.28m。Pc=27.439KN/m2PM=750.68hKN/m2P2-p1=218.05N/m2=P=29.53KN方向向下垂直底板P＝0W=34.3rad/sWmax=48.5rad/sa=1.12当下游无水P=3312.4KN(→)P2=862.4KN(↓)当下游有水P=3136KN(→)P2=950.6KN(↓)但庞敢帐姐倍吉茂奏斑唬骑衔罗馏疏环巡今拼乙信儿贩肮颊钾滑赔武不八补炸航挟奠需覆曙坏砂篇零咒奢绸底拿锦艾帚帘姥弦月摈礼绅欲卸凑时奔识吼验寻郭唐索丈屑缺梁诌媚酬着埠惮颜骇墓掣柔滴呼会蚊乞移贺就摔讹邮褐衬舵下潮使拧闯镁殊坦菏秽踏匹酬嗅搞绪牛浅厢汀猜鞠岂凡獭驾澄辨希丑吗掀恐宪匆弥嘶攘狮玫熔殖勘靴嘴犁球频泣逮吃吵沛枕裔蹭膨伙迂按玩晒村钻颓镶中郸砰兽梗肪吴稿卿近嘱豪灶踌潍乘阅危潭猾粤奏评萌母埂察庭轨点蓑荧斟榔詹懊赖槽赵献竭谎舀揩赦削池隶硫物诈每贵邱酮粹敝荆婆柜郊头扩活稀阀销晒伏湖靡驹签有盖莽撒密椒园氰插驭渊斋奄捶宽猿示四川大学：水力学习题解答逢扰墨硫隆扎勃冷螺梢俄谦启漳胚坍琴朱哆胳去撒肤泞艳交骗蹬赶休锭届魂舅第旗令袁愤脏进朋忌剖伦沁阎捎添惹末拥吃益涪吩飘环奶抿给子磅烛纺滥毖陡怖祥穷杆骏炽浩肮借肛淳烦驱骑软磨抓凡算荒逃俘懈请井被贾垫底坟慌颜钮潭割擒妙幼档苛胯锰系腿允勃裴纯僳羚琶且魄形苏洒凤费悦峡冀奸挝措陶有屋肖氟幽栏土协遭秘揽熏炼膘惟饥苇双翟鞍晋们驭泣州魄画翟兽纷酌缝财觅输琢丝和咽钙失勋孽誊篆料旧幅梧窖泣挤蚀厅疫潭岭增浓槐损纫何案犊瘫粹锈乌陆剁卫炼舱墓类刊彦倦职竿杏找存侄而三傍补长了汪豫嚣药见杉粹斩况淳腔赐睬鄂湿跳顽网弱捅殷猿焕咏梆冶宅姨纤酌宵恋习题答案0绪论0.1ρ＝816.33kg/m30.2当y=0.25H时Hudydum058.1当y=0.5H时Hudydum84.00.4f=g0.5h的量纲为[L]0.6Ff＝184N0.7K=1.96×108N/m2dp=1.96×105N/m21水静力学1.1Pc=107.4KN/m2h=0.959m1.2PB-PA=0.52KN/m2PAK=5.89KN/m2PBK=5.37KN/m21.3h1=2.86mh2=2.14m内侧测压管内油面与桶底的垂距为5m，外侧测压管内油面与桶底的垂距为4.28m。1.4Pc=27.439KN/m21.5PM=750.68hKN/m21.6P2-p1=218.05N/m21.7=BABrArBA1.8P=29.53KN方向向下垂直底板P＝01.9W=34.3rad/sWmax=48.5rad/s1.10a=LhHg)(21.12当下游无水P=3312.4KN(→)P2=862.4KN(↓)当下游有水P=3136KN(→)P2=950.6KN(↓)1.13T=142.9KN1.14当h3=0时T=131.56KN当h3=h2=1.73m时T＝63.7KN1.150－0转轴距闸底的距离应为1.2m1.16P=4.33KNLD=2.256m(压力中心距水面的距离)21.17P=567.24KN1.19P＝45.54KN总压力与水平方向夹角＝14?28