2. Hydrologic Cycle and Concepts 2.1 Description of Hydrologic Cycle The demand for water is continuous. In order to appropriate the available water, one should be familiar with elements that dictate the movements of water. For simplicity, where does the water come from? When is water in motion, and is it in liquid or vapour form? Are there factors that intercept, trap and remove water by some means? Is the water stored during movement? How much is withdrawn by users? Since the hydrologic cycle describes the process of water movement it is essential to thoroughly understand the concepts of hydrology which provides a basis for the underlying principles of a water budget. This section describes the hydrologic cycle and its components, as one would observe in the watershed. The hydrologic cycle describes the processes of motion, loss and recharge of the earth’s water. The processes can be visualized as shown in Figure 2.1. The cycle may be divided into the following principle components or phases: a) b) c) d) e) f) g) h) Precipitation Interception Evaporation / Evapotranspiration Infiltration Percolation Runoff (Surface and Groundwater) Storage (Surface and Groundwater) Water Use and Demand At any point in each of these phases, water may be in the state of transportation, a state of temporary or long-term storage, or in a state of change between solid, liquid and gaseous flow. Cumming Cockburn Limited Water Budget Analysis on a Watershed Basis 2-1 Figure 2.1: Hydrologic Cycle - Visual Definition of Main Hydrologic Components (after EPA, 1998) Any exposed surface may be considered as a unit area on which the hydrologic cycle operates. For example: • an isolated tree; • the roof of a building; • the drainage basin of a river system or any of its tributaries; • a lake; • an ocean; • a country; • a continent; and • the earth as a whole. A water balance is based upon the above noted factors and, is expressed as a mathematical equation showing the relationship among the various hydrologic components. The equation is as follows: Cumming Cockburn Limited Water Budget Analysis on a Watershed Basis 2-2 P - E -T - I nt - Ds + Qin + Gin - Q out - Gout ± ∆S = 0 where: P E T Int Ds Qin Qout Gin Gout = = = = = = = = = Precipitation; Evaporation; Transpiration; Interception; Detention Storage; Surface Inflow; Surface Outflow; Groundwater Inflow; Groundwater Outflow; and ∆S = Changes in Storage. While precipitation generates the main input to the cycle, evaporation and transpiration constitute the main losses of water from the groundwater and surface water systems to the atmosphere. A schematic representation of the hydrologic cycle is shown on Figure 2.21 . From a global perspective, the world’s supply of water is stored mainly in oceans (97.2%), while 2.15% is frozen water (ice caps) and 0.65% is fresh water on land. Of this fresh water component, only 2.5% makes up quantities in air, soil, lakes and rivers, while the remainder is groundwater, most of which is unavailable for human use (Vander Leeden et al, 1990). In a watershed, about one half to one third of precipitation enters the earth, while some of the available water remains at the surface. The quantity of precipitation that is available for runoff is a function of the topography, the soil infiltration and the holding capacity of the surface. The mass balance expresses the relationship of rainfall excess or runoff, R, to be equal to the product of the precipitation, P, times the runoff coefficient, C, (R = CP), where the storage is ∆S = (1-C) P. This runoff may be routed to streams, sewers, detention ponds or reservoirs. Typical uses of the stored water are recreation, dilution capacity, water supply, irrigation, hydroelectric power, flood control, low flow augmentation, navigation, and natural resources enhancement. 1 A complete list of definitions and terms is provided in the List of Symbols, Abbreviations and Glossary (Appendix A). Cumming Cockburn Limited Water Budget Analysis on a Watershed Basis 2-3 Legend * ATMOSPHERIC ET P ET P ET P E VEGETATION INT LAND SURFACE R SR P ET IF SR INT = = = = = I = RIVERS PER = I IF MEDIA SOIL Figure 2.3: Canada Water Uses IF WETLANDS PER AQUIFER Gw STREAMS BF BF = Gw = LAKES Precipitation Evapotranspiration Interflow Surface Runoff Interception by Vegetation Infiltration from Land Surface to Soil Media Percolation from Soil Media to Groundwater (recharge) Base Flowprovided by Groundwater to Rivers and Streams Groundwater Underflow OCEAN Figure 2.2: A System Representation of the Hydrologic Cycle* In Canada, major water uses are broken down as follows. Thermal and hydroelectric power generation use about 60%, manufacturing 20%, agriculture 9% and municipal about 11% (Environment Canada, 1992, Freshwater Series A-6) as shown in Figure 2.3. Figure 2.3: Canada – Water Uses Cumming Cockburn Limited Water Budget Analysis on a Watershed Basis 2-4
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