Page - 271 - in Book of Full Papers - Symposium Hydro Engineering
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based on 40000 stochastic simulations. The results are shown in Table 3.
Table 3
Probability under different scenario for cascade reservoirs
Reservoir
Probability 1st(A) 2nd(B) 3rd(C) 4th(D)
Maximum stage not exceeding
the initial stage (top level of
flood control or normal storage
level) 0.99785 0.99775 0.999175 0.99745
Maximum stage exceeding
stage of check criterion for
flood control 7.5×10-5 2.0×10-4 5.0×10-5 1.75×10-4
Maximum stage overtopping 2.5×10-5 0 0 5.0×10-5
4.2. ANALYSIS
(1) In the view of dam safety itself, in flood season, dam failure is frequently
caused by overtopping. The risk will be unacceptable, if risk probability of
overtopping exceeds a certain threshold. According to the statistics of dam failure
events between 1950s and 1990s caused by flood related overtopping issues, the
threshold or acceptable risk probability will be 1.0×10-4 [4]. However, based on the
statistics of data after 1990s [6], the critical value decreases to 9.47×10-5 that
becoming stricter. In the case study, the risk probability of overtopping for 1st to
4th reservoirs are 2.5×10-5, 0, 0, and 5.0×10-5 respectively, which are all below the
threshold or acceptable risk probability for flood control and satisfy the demands
for dam safety.
(2) In the view of flood control capability of dam, when flood of check
standard occurs, the spillway works with designed maximum discharge to ensure
that stage stops rising and not exceed check flood level. In the case study, the
check standard of flood control for all the four reservoirs is with a return period of
5000 years, which means a probability of 2.0×10-4. Based on the statistics of
40000 stochastic simulations, the probabilities of exceeding check flood level for
1st to 4th reservoirs are 7.5×10-5, 2.0×10-4, 5.0×10-5, and 1.75×10-4 respectively,
which doesn’t exceed check standard and satisfy the requirements for flood
control capability of dam.
(3) In the view of flood control for downstream regions protected by dam,
during flood season, if water level of reservoir maintains lowering than the initial
stage, the spillway works to perform flood regulation and reduce outflow comply
with the safe and multipurpose requirements of downstream regions. In the case
study, the probability not exceeding initial stage is approximately 99.75% for the
four reservoirs, which indicates that when flood with a return period less than 400
years occurs, flood regulation works and makes the downstream regions safe and
271
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