Page - 949 - in Book of Full Papers - Symposium Hydro Engineering
Image of the Page - 949 -
Text of the Page - 949 -
dam of 132m height which is 30km far from that in 2008, were both in good
conditions [1]. In general, construction, operation and management of large
reservoirs and high dams in China are all standard, and keep safety under
designed situation [2].
However, along with more and more higher dams constructed, people are more
and more worried about the losses and influence of public safety, social stability,
and economic development coursed by dams' failure. In recent years, some new
laws and legislations of security management in China put forward new
requirements and research subjects to emergency management when dams
suffer extraordinary floods, extremely strong earthquakes, or catastrophic
geologic disasters. So, we have to reexamine the emptying design of large
reservoirs constructed, summarize the key technology problems of reservoir
emptying, and bring out some suggestions about how to improve the ability of
emergency.
PRESENT EMPTYING ABILITY OF LARGE RESERVOIRS IN CHINA
Emptying facilities were set up in most of high dams in China to lower water level
in case of emergency or dam damage. Table 1 and table 2 shows emptying
abilities of primary high earth-rockfill dams and high concrete dams, respectively.
Table 1
Emptying abilities of primary high earth-rockfill dams
Projects Dam
height
(m) Storage
capacity
(×108m3) Residual
head
after
emptying
(m) Water
head
emptying
ratio
(%) Residual
capacity
after
emptying
(×108m3) Storage
capacity
emptying
ratio
(%) Emptying
time
(d)
Pubugpu 186 50.11 81.4 56.24 1.06 97.88 55
Tianshengqiao I 178 83.3 60.3 66.11 2.31 97.23 78
Shuibuya 233.2 43.12 87.6 62.44 1.97 95.43 43
Tankeng 162 35.2 63.0 61.09 1.625 95.38 48.4
Shuangjiangkou 312 27.32 189.8 39.17 1.69 93.81 30
Malutang II 154 4.85 65.4 57.55 0.37 92.37 14
Houziyan 223.5 6.62 148.7 33.47 0.96 85.50 11.5
Nuozhadu 261.5 217.49 154.8 40.79 33.91 84.41 102
Hongjiadu 179.5 44.97 97.0 45.93 7.42 83.50 38.2
Liyuan 155 7.28 92.7 40.20 1.48 79.66 15
Lianghekou 295 101.5 178.8 39.39 20.78 79.53 87
Dongqing 150 8.824 94.3 37.11 1.91 78.35 17.3
Changheba 240 10.15 146.3 39.06 2.68 73.60 10.8
Quxue 164.2 1.2745 100.2 38.96 0.351 72.46 2.4
Bashan 160 2.93 98.0 38.71 1.5 48.81 10.4
949
Book of Full Papers
Symposium Hydro Engineering
- Title
- Book of Full Papers
- Subtitle
- Symposium Hydro Engineering
- Author
- Gerald Zenz
- Publisher
- Verlag der Technischen Universität Graz
- Location
- Graz
- Date
- 2018
- Language
- English
- License
- CC BY-NC-ND 4.0
- ISBN
- 978-3-85125-620-8
- Size
- 20.9 x 29.6 cm
- Pages
- 2724
- Keywords
- Hydro, Engineering, Climate Changes
- Categories
- International
- Naturwissenschaften Physik
- Technik