The objective of this study is to extend reliability and applicability of the advanced measuring device for bottom shear stress introduced in the previous paper (Park et al., 2016) so that it could be deployed in the field. The high-speed open-channel flume used for the previous study has been renovated to accommodate even higher flow velocity (up to 6 m s−1). Then we adapted a non-intrusive velocity field measurement technique to such challenging flow conditions of interest. The specific experimental conditions required high degree of adaptation and subsequent development of analysis technique. The experimental results are used to reliably estimate bottom shear stress which is then compared to the measured value using the shear plate. It i...
The most commonly used methods of calculating mean, fluid-transmitted bed shear stresses within a be...
Shear plate measurements of bed shear stress under fixed and loose bed swash uprush flows are presen...
[2nd International Workshop on Sediment Bypass Tunnels = 第2回排砂バイパストンネルに関する国際ワークショップ] May 9-12, Kyoto...
The objective of this study is to extend reliability and applicability of the advanced measuring dev...
The objectives of the present research are to accurately measure bottom shear stress under high-velo...
A novel shear plate was used to make direct bed shear stress measurements in laboratory dam break an...
The flow fields and boundary erosion that are associated with scour at bridge piers are very complex...
Standard engineering methods of estimating bed shear stress using friction factors (i.e. ) c...
Standard engineering methods of estimating bed shear stress using friction factors (i.e. τ = 1/2fρu ...
Direct measurements of bed shear stress have been conducted over rough fixed and mobile sediment bed...
Shear stress is the resistance force on top of the contact surface caused by moving flow and is one ...
Offshore gravity foundations are often designed with complex geometries. Such structures interact wi...
'I'he accurate rreasurement of bed shear stress has been extremely difficult due to its changing val...
Replicate velocity observations using conventional equipment under typical field conditions are used...
The measurement of the bed shear stress along vegetated river beds is essential for accurately predi...
The most commonly used methods of calculating mean, fluid-transmitted bed shear stresses within a be...
Shear plate measurements of bed shear stress under fixed and loose bed swash uprush flows are presen...
[2nd International Workshop on Sediment Bypass Tunnels = 第2回排砂バイパストンネルに関する国際ワークショップ] May 9-12, Kyoto...
The objective of this study is to extend reliability and applicability of the advanced measuring dev...
The objectives of the present research are to accurately measure bottom shear stress under high-velo...
A novel shear plate was used to make direct bed shear stress measurements in laboratory dam break an...
The flow fields and boundary erosion that are associated with scour at bridge piers are very complex...
Standard engineering methods of estimating bed shear stress using friction factors (i.e. ) c...
Standard engineering methods of estimating bed shear stress using friction factors (i.e. τ = 1/2fρu ...
Direct measurements of bed shear stress have been conducted over rough fixed and mobile sediment bed...
Shear stress is the resistance force on top of the contact surface caused by moving flow and is one ...
Offshore gravity foundations are often designed with complex geometries. Such structures interact wi...
'I'he accurate rreasurement of bed shear stress has been extremely difficult due to its changing val...
Replicate velocity observations using conventional equipment under typical field conditions are used...
The measurement of the bed shear stress along vegetated river beds is essential for accurately predi...
The most commonly used methods of calculating mean, fluid-transmitted bed shear stresses within a be...
Shear plate measurements of bed shear stress under fixed and loose bed swash uprush flows are presen...
[2nd International Workshop on Sediment Bypass Tunnels = 第2回排砂バイパストンネルに関する国際ワークショップ] May 9-12, Kyoto...