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ANALYSIS OF KEY INFLUENCING FACTORS FOR THE EVOLUTION OF THE
SAND BAR IN THE TRIBUTARIES IN THE XIAOLANGDI RESERVOIR AREA*
Yuanjian WANG
Senior Engineer, Yellow River Institute of Hydraulic Research, Zhengzhou, China
Enhui JIANG
Deputy Dean, Yellow River Institute of Hydraulic Research, Zhengzhou, China
1. INTRODUCTION
Sand bar is a geomorphologic pattern which is often observed in estuaries
and reservoirs. For estuaries, Sand bar alleviates water depth and blocks
water and sediment transportation. It is also a threat for navigation (Li, 1997).
For reservoirs, San bar blocks river mouth of tributaries, reduces storage
volume of reservoirs (Li et al., 1985; Wang and Hu, 2003). Therefore, the
research on the evolution of sand bar is valuable for engineering. Separately,
the evolution of sand bar in estuaries is influenced by the flow conditions
upstream and oceanic dynamic conditions downstream (Hu and Zhang,
2006). And the evolution of sand bar in reservoirs is caused by two ways:
the first way usually occurs in a small or median reservoir, the slope in the
main channel is mild while in the tributaries is steep. In flood season, the
water with sediment and gravel will flow from the source of the tributaries to
the main channel and deposit in the river mouth of the tributaries(Qi, 1996);
the second way usually occurs in a large reservoir, the slope in the main
channel is steep while in the tributaries is mild. In flood season, the water
with sediment and gravel will flow form the main channel to the tributaries
and deposit in the river mouth of the tributaries (Wang et al., 2011). Because
the evolution of sand bar is influenced by many different factors, it is a focus
for scientists and engineers. Limited by the complexity of the problem and
traditional techniques, former research on sand bar mainly fixed on the
influence of a single factor (Shen et al., 1983; Li and Ji, 1988; Yang et al.,
2001). With the development of new analysis techniques, now the research
turns to be quantitative (Wu et al., 2002) and modelling (Zhang et al., 2003).
Accordingly, this paper established a response formula between the height’s
increment of the sand bar in the tributaries in the Xiaolangdi Reservoir area
and a number of influencing factors. Using sensitive analysis, the key factor
for the evolution of the sand bar is also found to support the engineering
constructions for dealing with sand bar in the reservoir area.
* titre de l'article complet
348
Book of Full Papers
Symposium Hydro Engineering
- Titel
- Book of Full Papers
- Untertitel
- Symposium Hydro Engineering
- Autor
- Gerald Zenz
- Verlag
- Verlag der Technischen Universität Graz
- Ort
- Graz
- Datum
- 2018
- Sprache
- englisch
- Lizenz
- CC BY-NC-ND 4.0
- ISBN
- 978-3-85125-620-8
- Abmessungen
- 20.9 x 29.6 cm
- Seiten
- 2724
- Schlagwörter
- Hydro, Engineering, Climate Changes
- Kategorien
- International
- Naturwissenschaften Physik
- Technik