Change the type of bedding.
The fluctuation of data may occur due to measurement error, change of roughness of the bottom boundary and due to change of bed elevation at the central section.
Figure 12 shows the change of bed profile and the change of sand fraction in the upper layer along the cross-section E E in Fig. 11.
Peak bed shear stress exceeded 9000 N m−2 in the Whangaehu Gorge, whilst rates of change of bed shear stress >600 N m−2 min−1 were modelled in the flow front.
The most likely support movement scenarios identified from these comparisons are then validated with visual indications of damage, such as crack location and size, and other geometric quantities, such as the change of the bedding joint elevations along the bridge.
This paper presents a plane strain numerical model to illustrate the effect of a change in bedding thickness of a weak immediate floor across one or two coal pillars.
Randomization of pup litter assignments within treatment groups was repeated at intervals of several days up until weaning, coordinated with weighing of the animals and changes of cage bedding.
The calculated changes of bed profile were found to be largely consistent with the measured data.
Sediment grain size distributions suggesting that seaward and landward sides of the point bar experienced comparable changes of bed shear stress due to alternation between flood and ebb currents, highlighting a remarkable difference with the classical downstream-fining characterizing fluvial point bars.
In regards to bedding textiles for this category of elderly, no changes in bedding concept are observed as there are no stringent requirements for adaptation.
According to the change of the bed profile and the change of the sand fraction along the cross-section I–I (see Fig. 16), the deposition near the shoreline is composed of fine sand.
