Improving design guidelines for class-I circular sedimentation tanks

Article Properties
Cite
Swamee, Prabhata. “Improving Design Guidelines for Class-I Circular Sedimentation Tanks”. Urban Water Journal, vol. 1, no. 4, 2004, pp. 309-14, https://doi.org/10.1080/15730620410001731982.
Swamee, P. (2004). Improving design guidelines for class-I circular sedimentation tanks. Urban Water Journal, 1(4), 309-314. https://doi.org/10.1080/15730620410001731982
Swamee P. Improving design guidelines for class-I circular sedimentation tanks. Urban Water Journal. 2004;1(4):309-14.
Journal Categories
Science
Biology (General)
Ecology
Technology
Environmental technology
Sanitary engineering
Technology
Hydraulic engineering
River, lake, and water-supply engineering (General)
Citations
Title Journal Journal Categories Citations Publication Date
Optimization of Pipeline Flow of Fine Particles Slurry Using Genetic Algorithms i-manager’s Journal on Civil Engineering 2015
Optimal design of a power tunnel ISH Journal of Hydraulic Engineering 2013
Numerical Modeling of Type I Circular Sedimentation Tank Journal of Environmental Engineering
  • Technology: Engineering (General). Civil engineering (General): Environmental engineering
  • Technology: Engineering (General). Civil engineering (General)
  • Geography. Anthropology. Recreation: Environmental sciences
  • Technology: Environmental technology. Sanitary engineering
  • Science: Biology (General): Ecology
  • Technology: Environmental technology. Sanitary engineering
  • Technology: Engineering (General). Civil engineering (General)
2011
NORMAL DEPTH IN NATURAL CHANNEL SECTIONS ISH Journal of Hydraulic Engineering 1 2010
NORMAL DEPTH EQUATION FOR VISCOUS/LAMINAR FLOW IN A RECTANGULAR CHANNEL SECTION ISH Journal of Hydraulic Engineering 2009
Citations Analysis
The category Technology: Engineering (General). Civil engineering (General): Environmental engineering 1 is the most commonly referenced area in studies that cite this article. The first research to cite this article was titled NORMAL DEPTH EQUATION FOR VISCOUS/LAMINAR FLOW IN A RECTANGULAR CHANNEL SECTION and was published in 2009. The most recent citation comes from a 2015 study titled Optimization of Pipeline Flow of Fine Particles Slurry Using Genetic Algorithms. This article reached its peak citation in 2015, with 1 citations. It has been cited in 3 different journals. Among related journals, the ISH Journal of Hydraulic Engineering cited this research the most, with 3 citations. The chart below illustrates the annual citation trends for this article.
Citations used this article by year