CHAPTER 1
Introduction
Water is the most abundant1 and one of the most complex of known compounds on the surface of the earth.
The volume of the oceans is 1.32 × 1018 m3, 3.49 × 1020 gal, or 1.07 × 1015 ac-ft (1 m3 = 264.2 gal, 1 ac-ft = 3.259 × 105 gal = 1234 m3).2 The volume of the freshwater lakes is 1.25 × 1014 m3, 3.30 × 1016 gal, or 1.01 × 1011 ac-ft. The volume of the saline lakes and inland seas in 1.04 × 1014 m3, 2.75 × 1016 gal, or 8.43 × 1010 ac-ft. The volume of the rivers (average instantaneous volume) is 1.25 × 1012 m3, 3.30 × 1014 gal, or 1.01 × 109 ac-ft. The volume of the soil moisture and vadose zone is 6.7 × 1013 m3, 1.77 × 1016 gal, or 5.43 × 1010 ac-ft. The vadose zone is the unsaturated zone above the water table.
The annual precipitation on the ocean and land areas of the earth is 4.20 × 1014 m3, 1.11 × 1017 gal, or 3.40 × 1011 ac-ft. The annual evaporation from ocean and land areas is the same as the annual precipitation.
Evaporation of water is a major factor in hydrologic systems. In general, an understanding of hydrologic systems requires an understanding of evaporation. There are many examples of the need for such understanding; several of these are mentioned here.
Less than 0.027% of the total amount of water distributed over the earth is fresh and immediately available.3 The steadily increasing need for water requires an adequate knowledge of water management and the water balance. An important term in this balance is the evaporative loss of water from a free-water surface, from soil surfaces, or by evapotranspiration of crops.4 Evapotranspiration can be defined as the loss of water from soil and plant surfaces.5 The word evapotranspiration is often used when it is not possible to separate evaporation and plant transpiration. Consistent measurement of evaporation is crucial to utilization of evaporation data for water management.6 A knowledge of the magnitude and variation of evaporative losses is required for the design and management of many hydrologic systems.7
The most economical means of providing additional usable water supplies is the conservation of water contained in existing storage facilities.8 Evaporative losses from such storage facilities can be relatively great. For example, measurements have shown that 15.6 million ac-ft of water is lost from storage impoundments in the 17 western states of the United States each year.9 This loss is equivalent to the disappearance of all the usable stored water in California (in 1965).
Since much of the available supply of water is stored in reservoirs, emphasis has been placed on preserving this water for future use. One approach to attempting to conserve water stored in reservoirs has been the application of a monolayer to the water surface to reduce evaporation.10
Evaporation is important in determining the water balance of watersheds, allowing prediction and estimation of runoff and groundwater recharge. Evaporation from soils is an important factor in managing both irrigated and dryland farming operations.11
Agricultural irrigation is the largest consumptive use of water in the United States. The total withdrawal of water for irrigation in the United States in 1980 was 170 million ac-ft, of which 40% was groundwater. This was 81% of all the withdrawn water used consumptively.12 There are about 60 million irrigated acres in the United States and about 500 million irrigated acres in the rest of the world.13 In Arizona and California, about 85% of the total water use is for crop irrigation. Most of the irrigation systems are surface or gravity systems, which typically have efficiencies of 60 to 70%.14 Measurement of evapotranspiration is necessary to obtain engineering data on the time pattern of water use by crops and for irrigation criteria.15 Estimates of evapotranspiration are used extensively in assessing the irrigation water-management efficiency of existing projects.16 The meteorological variables which characterize the different seasons of the year produce large changes in the rate of evaporation from exposed surfaces after irrigation.17
A weighing lysimeter has been used as a feedback irrigation controller to measure crop evapotranspiration and simultaneously schedule irrigations for the lysimeter and three drip irrigation systems in a surrounding experimental field.18 Pan evaporation measurements are useful in water use projections, such as forecasts of irrigation water demand for crops, estimates of losses from percolation ponds used for groundwater recharge, and the design of ponds for concentrating brines and effluents from waste disposal facilities.19
Quantitative forecasting (both hydrologic and meteorologic), the radar measurement of rainfall, the planning of water supplies for sprinkler irrigation, and many other related problems may require a knowledge of water lost by evaporation of water drops. These drops may be falling raindrops, spray from sprinklers or breaking waves, and raindrops falling on vegetation.20 A model for accurate prediction and separation of the losses due to evaporation and wind drift under varying climatic conditions would be of considerable value to designers of sprinkler systems.21
Attempts have been made to stabilize aqueous fogs and atmospheric mists using monolayers.22,23 Retardation of water fog evaporation could be used in diverse applications including blanketing of frost-threatened crops with a radiative barrier and military optical screening.24
The possibility of evaporating water at lower temperatures to reduce scaling and corrosion problems has been explored.25 In problems of practical importance, such as liquid film cooling, drying of solids, and evaporation of water from large reservoirs, simultaneous heat and mass transfer between gas-liquid phases is present.26 Heat exchange at the air-water interface is of increasing importance in the abatement of thermal pollution, design of cooling ponds, and in modeling temperature as an important element of water quality.27
Studies of the effect of salinity and ionic composition on evaporation can be applied in many engineering applications including water balance calculations for saline lakes, salt production ponds, and evaporation ponds used for disposal of saline effluents.28
The evaporation of water from vegetated surfaces is one of the less understood aspects of the hydrologic cycle.29
References
1. Eisenberg, D., and W. Kauzmann. The Structure and Properties of Water (New York: Oxford University Press, 1969), p. v.
2. van der Leeden, F., F. L. Troise, and D. K. Todd. The Water Encyclopedia (Chelsea, MI: Lewis Publishers, Inc., 1990), 2nd ed., p. 58 (Source: Mace, U. S. Geological Survey, 1967).
3. Franks, F., Ed. Water, A Comprehensive Treatise, Vol. 1, (New York: Plenum Publishing Corporation, 1972), p. 2.
4. Bloeman, G. W. “A High-Accuracy Recording Pan-Evaporimeter and Some of its Possibilities,” J. Hydrology 39:159–173 (1978).
5. Jackson, R. D., “Evaluating Evapotranspiration at Local and Regional Scales,” Proc. IEEE 73:1086–1096 (1985).
6. Gunderson, L. H. “Accounting for Discrepancies in Pan Evaporation Calculations,” Water Resour. Bull. 25:573–579 (1989).
7. Warnaka, K., and L. Pochop. “Analyses of Equations for Free Water Evaporation Estimates,” J. Geophys. Res. 93:979–984 (1988).
8. Cooley, K. R. “Evaporation Suppression for Conserving Water Supplies,” in Proceedings of the Water Harvesting Symposium, U.S. Department of Agriculture, Agricultural Research Service, February 1975, 192–200.
9. La Mer, V. K., and T. W. Healy. “Evaporation of Water: Its Retardation by Monolayers,” Science 148:36–42 (1965).
10. Bartholic, J. F., J. R. Runkles, and Ε. B. Stenmark. “Effects of a Monolayer on Reservoir Temperature and Evaporation,” Water Resour. Res. 3:173–179 (1967).
11. Idso, S. B., R. D. Jackson, and R. J. Reginato. “Estimating Evaporation: A Technique Adaptable to Remote Sensing,” Science 189:991–992 (1975).
12. Bouwer, H. “Water Conservation in Agricultural and Natural Systems,” in Proceedings of the Conference on Water for the 21st Century (Southern Methodist University), 7:414–423 (1984).
13. Bouwer, H. “Effect of Irrigated Agriculture on Groundwater,” J. Irrig. Drain. Eng. 113:...