一、单项选择题lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
1.我国将航道由高到低分为 级。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.4lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.5lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.6lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.7lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
2.船闸引航道口门区要求最大横向流速不大于 。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.0.2m/slzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.0.3m/slzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.0.4m/slzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.0.5m/s lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
3.按岩石土质分,平原河流的碍航浅滩主要是 。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.石质浅滩lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.卵石浅滩lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.砂质浅滩lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.泥沙浅滩lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
5.按照丁坝的挑流角划分,丁坝轴线与水流流向交角小于90度时,丁坝为 。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.上挑丁坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.下挑丁坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.正挑丁坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.勾头丁坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
7.下列哪项不是石质浅滩整治措施 。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.疏炸航槽lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.筑坝壅水lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.新开航槽lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.切除滩口lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
8.下列哪项不是桥梁碍航的原因 。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.河道淤积lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.桥位选址不当lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.通航净空不足lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.无助航标志lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
11.梢石排混合护底适用于河床岸坡较缓的地方使用,坡度应缓于 。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.1:1.5lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.1:2lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.1:2.5lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.1:3lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
12.在大块石来源较困难而砾、卵石较丰富的中小河流,可采用 。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.抛石丁坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.充填袋填心坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.抛泥坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.石笼填心坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
14.在我国根据实践经验,在顺直段一般丁坝的丁坝间距为 。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.(1.0~1.5)Llzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.(1.2~2.5)Llzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.(1.0~1.5)Llzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D. (2.0~2.5)Llzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
15.为使抛石丁坝的坝身稳定,总是将上下游面做成一定的坡度,一般上游坡面为 。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.1:1~1:1.5lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.1:1~1:2lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.1:1.5~1:2lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.1:2~1:3lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
16.船闸引航道口门区要求回流流速不大于 。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.0.2m/slzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.0.3m/slzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.0.4m/slzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.0.5m/slzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
19.按照丁坝的挑流角划分,丁坝轴线与水流流向交角等于90度时,丁坝为:lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.上挑丁坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.下挑丁坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.正挑丁坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.勾头丁坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
21.在上沙嘴下移泥沙较多,下深槽倒套较窄,吸流能力不强的情况下,挖槽宜选择在lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.沙埂的头部lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.沙埂的根部lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.沙埂上半部比较窄深的部位lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.沙埂下半部比较窄深的部位lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
25.为使抛石丁坝的坝身稳定,总是将上下游面做成一定的坡度,一般下游坡面为:lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.1:1~1:1.5lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.1:1~1:2lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.1:1.5~1:2lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.1:1.5~1:2.5lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
30.河口单线航道按经验取挖槽宽度为设计船宽的lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.6~7倍lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.5~6倍lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.4~5倍lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.3~4倍lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
32.在支流河口段,在水库消落期,上游河段冲刷下来的泥沙,受干流较高水位的顶托,在河口附近淤成大的沙包,影响船舶进出支流河段,称为 。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.河口沙lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.拦门沙lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.沙坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.浅滩lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
33.为使抛石丁坝的坝身稳定,总是将上下游面做成一定的坡度,一般上游坡面为:lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.1:1~1:2lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B. 1:1~1:1.5lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.1:1.5~1:2lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.1:2~1:3lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
34.强潮海相来沙河口可取 倍底沙粒径作为悬沙的粒径。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.0.5lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.0.7lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.1.0lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.1.3lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
35.丘陵地区河流的碍航浅滩主要是 。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.弯道浅滩lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.卵石浅滩lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.砂质浅滩lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.泥沙浅滩lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
37.河口双线航道按经验取挖槽宽度为设计船宽的lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.6~7倍lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.5~6倍lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.4~5倍lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.3~4倍lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
38.抛泥区不宜选择在lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.凸岸边滩下部lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.下游不碍航行的深水区lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.下深槽沱口lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.挖槽进口的上方lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
二、多项选择题lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
4.常用的整治建筑物包括:lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.丁坝lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.护岸lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.鱼嘴lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.潜堤lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
E.导流屏lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
10.抛泥区通常适合选择在:lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A..凸岸边滩下部lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.下游不碍航行的深水区lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.下深槽沱口lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.挖槽进口的上方lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
E.不通航道的汊道lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
19.整治弯道的方法主要有:lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A.保护凹岸lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
B.筑坝导流lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C.筑坝导流lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
D.防治弯道恶化lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
E.裁弯取直lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
20.在挖泥和排泥操作时引起二次污染,主要包括:lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
A. 水和土化学状态的变化B. 水和土物理状态的变化lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
C. 水和土生物状态的变化D. 混浊度E. 水中悬浮固体物质的数量变化lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
一、单项选择题lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
13.人字闸门适用于lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A.高水头大跨度的船闸 B.低水头大跨度的船闸lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïìC.双向水头大跨度的船闸 D.双向水头小跨度的船闸lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì19.在上沙嘴下移泥沙较多,下深槽倒套较窄,吸流能力不强的情况下,挖槽宜选择在lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A.沙埂的头部 B.沙埂的根部lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì C.沙埂上半部比较窄深的部位 D.沙埂下半部比较窄深的部位lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì22.确定船闸闸室墙顶高程主要决定于lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A.下游最高通航水位 B.上游设计洪水位lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì C.上游最高通航水位 D.上游最低通航水位lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì24.悬臂式闸室的两侧闸墙在闸底相接处的受力情况是传递lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A.水平推力 B.剪力 C.弯矩 D.弯矩和剪力lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì25.管涌的发生主要与lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
有关。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A.土壤的颗粒级配和渗流波降的大小 B.土壤的粘聚力和渗透坡降的大小lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì C.渗流流速及渗透坡降的大小 D.土壤颗粒组成的不均匀程度lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì27.在横梁式人字闸门中,由于水平主横梁是它的主要受力构件,所以它适用于lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A.闸门宽度较大 B.闸门高度较小 C.闸门高度较大 D.闸门宽比高大lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì38.为了减少单船过闸时间,提高船闸通过能力,并节省过闸用水量,常采用lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A.井式船闸 B.带中间闸首的船闸 C.广厢船闸 D.省水船闸lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì41.无粘性土中,渗流变形破坏主要是lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A.流土 B.管涌 C.接触流土 D.流土和接触流土lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì42.横梁式人字闸门一般在lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
时采用。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A.闸门宽度较大时 B.门宽比门高大lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì C.闸门高度较大 D.闸门高度较小lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì位lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì二、多项选择题lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì1.影响浅滩演变的主要因素有lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A.来水 B.比降 C.来沙lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì D.河床边界条件 E.降水量lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì5.分离式闸室结构有()型式。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A.重力式 B.高桩式 C.悬臂式 D.扶壁式 E.衬砌式lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì12.平原或山区河流浅滩整治水位的确定方法有lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A. 流量频率法 B.造床流量法 C. 历时频率法 D. 流量频率法 E.经验方法lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì 15.浮筒式垂直升船机由()构成。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A.闸首 B.承船厢 C.浮筒 D.平衡系统 E.支撑结构lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì18.船闸防渗布置可采用lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A. 铺盖 B. 板桩 C. 排水管 D. 倒滤层 E. 齿墙lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì20.弯道整治地措施主要有lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì A. 保护凹岸,防止弯道恶化 B. 筑坝导流,调整岸线lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì C. 裁弯取值,新开航槽 D. 利用锁坝堵塞支汊 E. 利用丁坝堵塞支汊lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì三、填空题lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïìlzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
2.整治水位是lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,整治线宽度是lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
的河面宽度。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì3. 丁坝是lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
与河岸相接,lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
伸向河心,在平面上与河岸构成丁字形,lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
阻水的整治建筑物。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì4. 航道整治工程措施主要有lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
、 、lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
等。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì5. 船闸输水系统的型式主要可分为lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
和lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
两种型式。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì6. 闸室结构沉降计算的目的,是计算地基lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
和lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,防止沉降量过多而引起危害。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì7. 人字闸门启闭机械根据传动装置的构造不同可分为lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
和lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
两种。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì8. 弧形阀门常采用lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
或lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
结构。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì9. 闸首是将lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
和lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
分隔开的挡水建筑物。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì10.根据碍航原因可将滩险分为lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
和lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì11. 推求浅滩设计水位的方法有lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,瞬时水位法。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì12. 航道应有以下基本要求:⑴应有足够的lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
和lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
。⑵适宜船舶航行的水流条件,包括适宜的流速、良好的流态。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì13. 航道疏浚是指利用lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
或其他机具进行航道lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
或lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,它是维护和提高航道尺度的一种工程措施。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì14. 对于开敞式阀门,输水廊道内可能会产生lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,密封式阀门后则可能会出现lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,因此需进行输水阀门后廊道内的水力条件校核。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì16. 船闸渗流特点是lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
、lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì18.垂直升船机根据平衡方式不同,可分为lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
、lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
和lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
垂直升船机。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì19. 按工作条件,输水阀门可分为lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
和lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
阀门。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì20. 反滤层的主要作用是lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,它通常设置在lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì23.引航道中船舶所受的动水作用为lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
和lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì24. 船闸基本尺度是指闸室的lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
、lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
、lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì25. 整治断面设计包括确定lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì26.根据浅滩成因和所在地区分为lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
,弯道浅滩,分叉河道浅滩和回水变动区浅滩等。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì27. 最高通航水位的推求方法为lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
和lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì30. 常用的输水阀门型式有lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
和lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì31. 地基的稳定性通常用lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
来衡量。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì32. 斜面升船机的驱动方式有 lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
和lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
。lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì
lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì lzsé½÷µ*bbs.3c3t.comj¬ðeMÈïì