Page - 1259 - in Book of Full Papers - Symposium Hydro Engineering
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3. SAFETY ASSESSMENT DURING THE FLOOD
At the dam safety assessment during floods the maximum water level (MWL)
reached while the check flood wave passes the reservoir is compared with the so-
called “threshold water level” (TWL) at which the dam is still considered as safe
enough (fig. 3).
Fig. 3
Scheme depicting the water levels considered in dam safety assessment
During the assessment the reservoir water level drawdown during remedial
works is searched to satisfy the condition MWL ≤ TWL for given check flood
(chapter 2) taking into account the chart flow of the reconstruction works (tab. 2).
4. MAXIMUM WATER LEVEL
The MWL is determined via flood routing procedure for the check flood
specified in chapter 2. It is obvious that the construction methods and their duration
strongly affect dam safety and its failure probability during refurbishment. The flow
chart of the construction steps should be therefore elaborated in variants in
advance to enable specification and negotiation of necessary structural and non-
structural arrangements and measures in early stage of the preparation of works.
The procedure usually uses trial-and-error method for searching initial
reservoir water level (representing the drawdown) during the construction and
recommendations on the arrangements on manipulation with water and technical
arrangements on appurtenant works.
The flood routing through the reservoir should take into account all
appurtenant works available during the reconstruction period. The relevant
considerations should contain expected reliability and functionality of bottom
outlets and available intakes including possible adaptable measures (e.g. forced
opening) in hazardous situation. An example is the opening of the side wall of the
emergency spillway at the Mostiště dam (fig. 4) which would attenuate arriving
flood more efficiently. Operative measures can be also adapted when the
reconstructed dam belongs to the dam cascade to make the flood routing through
the system more efficient.
1259
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