Javascript must be enabled to continue!
Countermeasure of Protection Against Local Scouring Downstream of Concrete Check Dams
View through CrossRef
Check dams are planned to control sediment and gravel runoff during floods. In accordance with the planning for the Sabo works, check dams have been constructed in each watershed, which may reduce serious sediment transport during floods. On the other hand, as the ratio of the installation of check dams to the planning is proceeded, sediment transport is limited, and degradation of the riverbed has been observed downstream of check dams. In general, localized scouring was observed downstream of the sub-dam even after protection blocks were installed downstream of the check dam. This may be caused by the lack of functionality to raise the main flow in the protection blocks. In concrete check dams, there are different types of ordinary closed check dams and check dams silted at a center part of dam. In terms of countermeasures against local scouring downstream of the sub-dam, there is no difference of design method for different types of check dams. Recently, the ramp with consecutively assembled boulders was proposed by Yasuda, the installation of the ramp below low drop structure is effective for both protection of river bed during flood stages and migration of multi-aquatic animals for normal stages. This paper presents that the installation of the ramp with consecutively assembled boulders downstream of a sub-dam is effective for different types of check dams. Experimental results show that the thee-dimensional main flow through the sub-dam can be controlled by the formation of seepage flow in the ramp composed by the assembled boulders, and that the main flow always rises toward the water surface at the downstream end of the ramp. The cross section of the ramp has a parabolic shape, and the velocity near the sidewall can be reduced in comparison with the center part of the ramp during flood stages. In addition, the migration for the multi-aquatic animals on the ramp is possible during normal stages as in the case of low drop structure.
Title: Countermeasure of Protection Against Local Scouring Downstream of Concrete Check Dams
Description:
Check dams are planned to control sediment and gravel runoff during floods.
In accordance with the planning for the Sabo works, check dams have been constructed in each watershed, which may reduce serious sediment transport during floods.
On the other hand, as the ratio of the installation of check dams to the planning is proceeded, sediment transport is limited, and degradation of the riverbed has been observed downstream of check dams.
In general, localized scouring was observed downstream of the sub-dam even after protection blocks were installed downstream of the check dam.
This may be caused by the lack of functionality to raise the main flow in the protection blocks.
In concrete check dams, there are different types of ordinary closed check dams and check dams silted at a center part of dam.
In terms of countermeasures against local scouring downstream of the sub-dam, there is no difference of design method for different types of check dams.
Recently, the ramp with consecutively assembled boulders was proposed by Yasuda, the installation of the ramp below low drop structure is effective for both protection of river bed during flood stages and migration of multi-aquatic animals for normal stages.
This paper presents that the installation of the ramp with consecutively assembled boulders downstream of a sub-dam is effective for different types of check dams.
Experimental results show that the thee-dimensional main flow through the sub-dam can be controlled by the formation of seepage flow in the ramp composed by the assembled boulders, and that the main flow always rises toward the water surface at the downstream end of the ramp.
The cross section of the ramp has a parabolic shape, and the velocity near the sidewall can be reduced in comparison with the center part of the ramp during flood stages.
In addition, the migration for the multi-aquatic animals on the ramp is possible during normal stages as in the case of low drop structure.
Related Results
Prevention Due to Assembled Boulders Against Local Scouring in Low-head Hydraulic Structures
Prevention Due to Assembled Boulders Against Local Scouring in Low-head Hydraulic Structures
In low-head hydraulic structures, the prevention against local scouring of the river bed downstream of concrete aprons must be required during flood stages. Generally, protection b...
A Study on Suction Breaker and Scouring of a Submersible Offshore Structure
A Study on Suction Breaker and Scouring of a Submersible Offshore Structure
Abstract
This report shall state about the following two studies.A study on suction and suction breaker of mobil offshore structure when it is about to get free f...
Combined scouring-bleaching of cotton fabric from wild yam root
Combined scouring-bleaching of cotton fabric from wild yam root
The conventional single-stage pre-treatment technique requires more electricity, is more expensive, polluting, harmful, and unhealthy because it uses artificial chemical compounds ...
Study on the effect of seawater on making and curing of unreinforced concrete applications
Study on the effect of seawater on making and curing of unreinforced concrete applications
Concrete, an essential component of worldwide infrastructure, depends significantly on fresh water for its manufacturing, contributing to freshwater scarcity in many regions. As co...
Check dam uses for soil conservation and erosion control: a worldwide review
Check dam uses for soil conservation and erosion control: a worldwide review
AbstractThe construction of check dams is one of the most common watershed management tools in degraded catchments. For example, check dams have been used throughout the world for ...
Stability analysis of check dam impacted by intermittent surge
Stability analysis of check dam impacted by intermittent surge
<p>Viscose debris flows always move in the manner of intermittent surges and show obvious fluctuation. In the traditional design of debris flow control engineering, t...
A Tool of Sustainable Control of Groundwater Resources: Underground Dams
A Tool of Sustainable Control of Groundwater Resources: Underground Dams
Climate change, global warming and drought have been on the world agenda since the first years of the 21st century. Türkiye, which has a semi-arid climate, has also experienced per...
Hydropower Dams, Environment and Politics
Hydropower Dams, Environment and Politics
Renewable energy sources are vital to fulfill the high demands of energy in the present world. The common renewable energy sources are wind, hydropower, nuclear and biomass. Howeve...

