1994
DOI: 10.1016/0038-092x(94)90129-p
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Evaluation of saturation vapor pressure over hypersaline water bodies at the southern edge of the dead sea, Jordan

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Cited by 29 publications
(14 citation statements)
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“…Previous studies on the Dead Sea evaporation used indirect methods, such as water budget calculations (Salameh, 1996;Salameh and El-Naser, 2000); the energy budget approach (Stanhill, 1994;Lensky et al, 2005); aerodynamic methods (Salhotra et al, 1985;Oroud, 1994); or the combination of the latter two methods, called the combination approach (Calder and Neal, 1984;Asmar and Ergenzinger, 1999;Oroud, 2011). Variations in evaporation estimates between the studies result from assumptions on single water budget components such as groundwater inflow, different lengths of the time series of input variables, different measurement locations, and measurement uncertainties.…”
Section: Introductionmentioning
confidence: 99%
“…Previous studies on the Dead Sea evaporation used indirect methods, such as water budget calculations (Salameh, 1996;Salameh and El-Naser, 2000); the energy budget approach (Stanhill, 1994;Lensky et al, 2005); aerodynamic methods (Salhotra et al, 1985;Oroud, 1994); or the combination of the latter two methods, called the combination approach (Calder and Neal, 1984;Asmar and Ergenzinger, 1999;Oroud, 2011). Variations in evaporation estimates between the studies result from assumptions on single water budget components such as groundwater inflow, different lengths of the time series of input variables, different measurement locations, and measurement uncertainties.…”
Section: Introductionmentioning
confidence: 99%
“…The starting point is Equation (18) derived by Salhorta et al (1985Salhorta et al ( , 1987 and Oroud (1994), where E is the evaporation rate [mm/d], fuY f is the transfer coecient over the saline body and is a function of wind speed, surface roughness and atmospheric stability.…”
Section: E Fsy Uy T a Y H 17 Dalton-type Formulamentioning
confidence: 99%
“…He reported the data of several studies in a chart of density versus water activity coecient. From this chart the relationship between the water activity coecient and the water density is derived, and accounts for both corrections suggested by Salhorta et al (1987) for negative temperature feedback eect, and by Oroud (1994) for the buoyancy, where r is the water density [kg/m 3 ].…”
Section: Modified Penman Modelmentioning
confidence: 99%
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“…Brine with a specific gravity of •-1.22 is drawn from the Dead Sea into a large pond and then routed to successive concentration shallow ponds until its specific gravity exceeds 1.34 when potash is collected. The activity coefficients of these lagoons range from •-0.65 to •-0.4 [see Oroud, 1994Oroud, , 1995Starthill, 1994]. Equation (21) is used to evaluate evaporation differences among these water bodies using only their observed average temperatures.…”
Section: Application Of the Modelmentioning
confidence: 99%