During the reconstruction of horizontal flow tanks into inclined settling tanks in Chinese water plants, uniformity of water distribution has not been solved theoretically. Based on the concepts of hydraulics, a model of inclined tanks, including the ratio (L/B) of tank length (L) to width (B), diameter of inclined tubes (d) and height of the water distribution area (h1) and so on, was established to simulate and analyze the effects of these parameters on Non-Uniformity of Water Distribution (NUWD). The influences of NUWD on settling efficiency were also analyzed based on Yao's formula. Simulated results show that the ratio (L/B) has the greatest impact on NUWD, and the settling efficiency decreases with it. Under the conditions of q=10 or 20 m/h and L/B≥5 or 3, the total forces imposed on down-sliding flocs tend to be zero, which reduces the separating efficiency. Moreover, critical settling velocity (CSV) of the first inclined tube will decrease with the increase of h1, and the optimal range of h1 will be 1.2–1.6 m. The difference of CSV between the first tube and the average value of the tank u0 (shown as Δ(uF0−u0)) will increase with d and surface load (q).
Skip Nav Destination
Article navigation
Research Article|
September 01 2008
Theoretical analysis on non-uniformity of water distribution and influence of construction parameters on settling efficiency
Ting-Lin Huang;
1Key Laboratory of Northwest Water Resource, Environment and Ecology, MOE, Xi'an University of Architecture & Technology, Xi'an, Shaanxi, China E-mail: [email protected]; [email protected]
E-mail: [email protected]
Search for other works by this author on:
Yu-Xian Li;
Yu-Xian Li
1Key Laboratory of Northwest Water Resource, Environment and Ecology, MOE, Xi'an University of Architecture & Technology, Xi'an, Shaanxi, China E-mail: [email protected]; [email protected]
Search for other works by this author on:
Hui Zhang
Hui Zhang
1Key Laboratory of Northwest Water Resource, Environment and Ecology, MOE, Xi'an University of Architecture & Technology, Xi'an, Shaanxi, China E-mail: [email protected]; [email protected]
Search for other works by this author on:
Water Sci Technol (2008) 58 (5): 1007–1014.
Citation
Ting-Lin Huang, Yu-Xian Li, Hui Zhang; Theoretical analysis on non-uniformity of water distribution and influence of construction parameters on settling efficiency. Water Sci Technol 1 September 2008; 58 (5): 1007–1014. doi: https://doi.org/10.2166/wst.2008.458
Download citation file:
Sign in
Don't already have an account? Register
Client Account
You could not be signed in. Please check your email address / username and password and try again.
Could not validate captcha. Please try again.
eBook
Pay-Per-View Access
$38.00