The results indicate that 1:2.5 and 1:2 are respectively the reasonable gradients for the upper and lower part of the slope,and seepage is advantageous to the stability of submerged slope,but this influence is inclined to be ignored when the flow velocity is less than 3 m/s.
e. water depth of riverbed and velocity of water flow,are analyzed. The analysis result brings to the conclusion that the immersed tunnel scheme of construction is feasible after adopting some engineering measures.
Because of the frequent water level fluctuations and the high velocity of water in the corridor for water, the concrete surface must be with high quality.
Through the computation of the water hammer pressure in steel and PVC pipes with the Characteristic line method,the influence of velocity of water,material and wall thickness of the pipes to the magnitude,crecent process and phase length of the water hammer pressure is analyzed.
e. water depth of riverbed and velocity of water flow,are analyzed. The analysis result brings to the conclusion that the immersed tunnel scheme of construction is feasible after adopting some engineering measures.
According to similar changing relationship between water velocity and solid particulate matter flowing intensity, selecting suitable data,they researched and got correlated between course of precipitation runoff and concentration of nitrogen pollutant transportation. Basing these working, we set up farmland precipitation runoff nonpoint pollution model basing on amended SCS, unit line of runoff, relationship of process of precipitation runoff and concentration of nitrogen pollutant transportation.
Results showed that there were a highly significant linear relationship betwee n weight loss of gypsum blocks and water velocity (R 2 =0 982). After p roperly calibrated, there were no significant difference between mean water velo city measured by gypsum blocks and that by current meter instrument in situ (P=0 411).
Sap flow velocity at the upper position of the trunk is higher than that of the middle and lower position, but cumulative flux is not significantly different among the upper, middle and lower sections.
Analytical and numerical modeling is used to demonstrate that it is possible in principle for radionuclides in small concentrations to migrate through groundwater with the velocity of water flow.
Analytical and numerical modeling is used to demonstrate that it is possible in principle for radionuclides in small concentrations to migrate through groundwater with the velocity of water flow.
Results of calculation on temperature of electrodes, evaporation rate and erosion rate for different electrode materials are presented as a function of arc current, pressure of arc chamber, width of arc root and velocity of water coolant.
Water velocity at male courtship points was positively correlated with a condition factor for males, indicating that males of poor physical condition do not court in fast water currents.
The distribution law of pore pressure, pore water velocity and contaminant concentration in unsaturated zone has been presented under the conditions of with coupling and without coupling gas phase.
In the summers of 1987, 1988 and 1989, water velocity was varied in a large racetrack flume, in order to change both water velocity and bottom sediment transport.
After the construction of reservior in an alluvial stream, the equilibrium condition of the downstream channel will be upsetted due to the reduction of sediment supply. This will result in a change in the form and gradient of the channel. The direction of the displacement will lead to a reduction of the sediment carrying capacity of the channel, through which the river regains its equilibrium. The whole process is accomplished by the flattening of the bed slope, as suggested by the theories generally accept...
The general equations of motion,mass conservation,continuity and energy are de- rived for the aerated turbulent water flow.The equations appear in the paper as Eqs.(6),(7),(8)and(12),where c denotes the air concentration and a_i the rise velo- city of air bubbles.Equation(6)differs significantly from the Reynolds equation by the appearance of the additional turbulent concentration stress The two-dimensional aerated steady uniform open channel flow is studied in detail, for which the stress equation(16)is f...