2010
DOI: 10.1061/(asce)hy.1943-7900.0000126
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Energy Losses in Cross Junctions

Abstract: Energy losses occurring in pipe junctions have been studied for many years. Head loss coefficients ͑K͒ are commonly used to characterize losses across elbows, tees, crosses, valves, and other pipe fittings. When accurate values of K are used, the flow rate and corresponding total head at any location in a pipe network can be calculated. While K is well defined for most pipe junctions and fittings, the literature has limited documentations of K for crosses. This study was commissioned to determine K for a wide … Show more

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Cited by 18 publications
(7 citation statements)
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“…a. To study the losses of static head, equation (5)(6) the highest -difference between the water level in the assembly tank and the lowest water level in the river (H s max ) which is within 7 m is studied. The lowest difference between the water level of the assembly tank and the highest level of the river level (H s min ), which is within 4 m. equation (6) .We use the highest difference between the water levels to design the required set, which represents ( H s max =7 m) which represents the static head of the system,equation ( 5), as shown in figure ( 2) b.…”
Section: Methods Of Calculation To Study Any Pumping Projectmentioning
confidence: 99%
See 1 more Smart Citation
“…a. To study the losses of static head, equation (5)(6) the highest -difference between the water level in the assembly tank and the lowest water level in the river (H s max ) which is within 7 m is studied. The lowest difference between the water level of the assembly tank and the highest level of the river level (H s min ), which is within 4 m. equation (6) .We use the highest difference between the water levels to design the required set, which represents ( H s max =7 m) which represents the static head of the system,equation ( 5), as shown in figure ( 2) b.…”
Section: Methods Of Calculation To Study Any Pumping Projectmentioning
confidence: 99%
“…Where the amount of static pressure is variable due to the change of the water level of the source (river) and two values of static pressure can be calculated, one represents the upper value of the haed (H s max ) and the other the minimum value of haed (H s min ), and calculated by the difference between the water level of the water reservoir and the water level of the water source. It can also be calculated through,[5]:…”
mentioning
confidence: 99%
“…Benedict et al (1966), Astarita and Greco (1968), and Bullen et al (1987) tested reducer and expansion fittings, or contractions and enlargements in pipes. Sharp et al (2009) tested cross junctions, Itō et al (1984) tested 90° wyes, andRuus (1970) tested 45°, 60°, and 90° wyes and manifolds. Keulegan and Beij (1937) and Beij (1938) were not conducted using pipe fittings, rather they studied curved pipes and pipe bends.…”
Section: Other Sources Of Datamentioning
confidence: 99%
“…Cross junction friction fac tor recently represented by Sharp et al [25], was applied in loss calculations. Cross junction friction fac tor recently represented by Sharp et al [25], was applied in loss calculations.…”
Section: Quasi-id Fluid Flow and Convective Heat Transfermentioning
confidence: 99%