Transcript Document
Hydro-Geography: • Natural Water Budget • Impacted Water Budgets • Management of Water Resources 1 Water Budgets; the Geography of Water: • Water is as important in terms of global warming as temperature: increasing risk of flooding and drought in a changing climate (Milly et al, 2002) • Water has also long been a source of fascination • in art and even poetry: e.g. John Masefield: “I must go down to the sea again, to the lonely sea and the sky...” • conjecture about water has demonstrated a deep-felt curiosity: e.g. Ecclesiastes 1(7): "And all the rivers run into the sea yet the sea is not full; unto the place from whence the rivers come, thither they return again.“ • certainly biological, personal and scientific interest • water is essential to life • habitat of the origin of all life, for most of earth history the sole habitat supporting life • organisms carry water with them (as 65% of body tissue); critical for all nutrition to be absorbed; we can only last a few days without it • at a resource level, society needs a steady supply of water domestically (“potable water”) • all food requires it to grow. • salinity excludes water from many uses 2 Water Budgets; the Geography of Water, continued • focus on its natural distribution • from description, explanation and prediction to management • as well as management of ourselves to avoid the consequences of too little and excess • Water is not evenly distributed; it covers more than 71% of the earth's surface. Both excess and shortage are issues of temporal and spatial concern: • crises associated with water shortage include drought and contamination since unusable water through natural or human actions is no longer a resource and an alternative supply must found immediately • crisis of excess includes drowning, flooding, with its associated property damage, injury, and death 3 Water Budgets; the Geography of Water, continued Waterside sites were the hearths of civilization: • the first central places of the Agricultural Revolution (on flood plains of the Tigris/ Euphrates, Nile, Yangtze, Huang Ho, Indus, etc) • and the Industrial Revolution (mill streams first in Britain, then spreading to Europe, North and South America etc) • these early sites of economic growth have created many of the patterns of the modern economy: • locally (water for domestic and commercial use, irrigation, effluent dilution, tourism appeal) • but also to meet the industrial and transport demands of the global economy 4 Water Budgets; the Geography of Water, continued • society places a high social and dollar value on maintaining water supplies • however, people take it for granted. Evidence of ignoring abundance and risk of shortages abounds: taps and fountains, toilets, lawn sprinklers, car washes, abandoned/neglected water bodies, etc. • waste management is also a water crisis: • issues about what to do with garbage are largely precipitated by concern for the surface and subsurface contamination potential from landfills • extreme care is made in site selection due to the high cost and uncertainty of ensuring attenuation of leachate 5 Water Budgets; the Geography of Water, continued • society also demands care in the construction of built environment • to exclude rain and groundwater from most structures • to protect the natural values of waterways • to avoid liability and hazard • to protect the sensitivity to nature although many exceptions to this • environmental infrastructure (agencies, policies and procedures) is involved in protecting and maintaining water systems • this treats water as a resource, although a remarkable one: • it exists in nature as a solid, liquid and gas • is renewable and recyclable, • capable of multiple uses • Transportable • but it also demonstrates the commitment society can demonstrate to sustain essential components of nature 6 Water Budgets; the Geography of Water, continued Management of water necessitates the making of decisions that may be virtually irrevocable; extremely high infrastructure investment: • • • • • • • sanitary sewers treatment facilities dams, reservoirs canals, aquaducts, tunnels bridges pumping stations storm sewers (stormwater management can add significantly • to the land area and expense of constructed facilities) • also the ethical issues of diminishing the quality and/or quantity of water, and of ever curtailing water supply 7 2. Water Budgets; Global Disposition • hydrology: hydros: water logos: logical proof, rational assertions • science concerned with the quantity of water • in a particular ”store” and • transferred between one store and another (flux) • it is common to treat such a system as budget analogous to financial systems in which the balance of transfers to and from stores is the primary concern 8 Water Budgets; Global Disposition, continued Stores: • volume: storage where water resides for a lengthy period • e.g. oceans, lakes • globally 1.386 x 106km3 (Shiklomanov,1999) Fluxes: • Volume per unit time: process of removal from one store or to another • e.g. evaporation, condensation, precipitation • globally 5.77 x 105 km3yr-1 (Shiklomanov,1999) Residence time: • how long it takes to replace the volume of the store • not all molecules actually cycle through, but an equivalent volume is replaced • a dramatic indicator of how dynamic the water balance is • particularly for the atmosphere and surface runoff • also indicates how long water is secured (on average) in frozen environments and below ground 9 Water Budgets; Global Disposition, continued Stores: 1.386 x 106km3 Location salt water fresh water solid as ice, snow, glaciers Storage volume 97.5 % 2.5% 68.7% of fresh Mean Residence Time (yr) 2500 subsurface (groundwater) 29.9% of fresh 1400 surface: lakes, wetlands, soils, 0.26% of fresh rivers, etc atmosphere Fluxes: 5.77 x 105 km3yr-1 evaporation from oceans evaporation from land precipitation on oceans precipitation on land runoff interflow (Shiklomanov,1999) trace Polar ice: 9700; Mountain glaciers: 1600 Permafrost ice: 10 000 lakes: 1700 bogs: 5 soils: 1 rivers: 16 days 8 days 5.03 x 105 km3yr-1 7.42 x 104 km3yr-1 4.58 x 105 km3yr-1 1.19 x 105 km3yr-1 4.26 x 104 km3yr-1 2.2 x 103 km3yr-1 10 Water Budgets; Global Disposition, continued • global limits of water seem unfathomable • little scientific work and management are conducted at this scale • But it needs to be appreciated that water is and almost completely confined to the earth in both its stores and fluxes • quantities are finite, essentially fixed, having been released over the 4 x 109 years of earth history • very little “juvenile water” continues to form and little is lost deep into the earth 11 Water Budgets; Local Watersheds • the scales at which water is most frequently addressed is local: • watershed (US) • drainage basin or catchment (Europe) • in Canada: both terms • defined as the land drained to the mouth/outlet of a river • span a range of scales: • from the extremely local (e.g. a rooftop) • to continental (e.g. Hudson Bay and all its tributaries) • convenience of geographic watersheds is due to their role of enabling the isolation of precipitation and runoff, and because smaller subwatersheds nest conformably within larger watersheds 12 Water Budgets; Local Watersheds, continued Geographic concerns relate to: • where water is • in what store • how fluxes affect it • quantities are important • water surpluses and deficits of different magnitudes have different importance • water demand exceeds supply in increasing parts of the world to the point that once-major rivers now frequently run dry before reaching their mouths (Brown, et al, 1999) • there are clearly limits to the natural supply of water to and from a drainage basin. 13 Water Budgets; Local Watersheds, continued • if the volume of water in a river passing a point is reached by the rate of water withdrawal, then the river will not flow • as withdrawal approaches “normal” (average) flows there will be deficits at times when below average flows are experienced. • in a perfectly symmetrical frequency distribution, the river would be dry half of the time (the below-average half) • limits to water use cannot be allowed to approach even “average” if no alternative sources are available • what has happened in water-deficient areas (actually areas where demand exceeds natural limits) is that water is imported from other areas • demand is therefore allowed to rise, and as growth continues more and more distant sources are diverted toward the “need” • one such scheme is the “Grand Canal” (http://home.thezone.net/~deltaprt/aquarius/greatlakes.htm) 14 Water Budgets; Local Watersheds, continued • conventional wisdom is that when it rains or if snow melts runoff results, however, rivers continue to flow under natural conditions, well after the precipitation stops Storm Hydrograph shows pattern: • stores in the basin hold back water from immediately running off • a lag time, between when water is input into a basin and when it crests • and until it has completely passed out the basin via the mouth of the river • the storm hydrograph depicts the immediate stream runoff peak attributed to a specific precipitation event, and that which slowly seeps from storage within the watershed. 15 Water Budgets; Local Watersheds, continued Hydrologic Budget Components • P - precipitation • I - interception • DS - depression storage or surface detention • SM - soil moisture • IF - interflow • G - groundwater • ET - evapotranspiration • R – runoff I A local water balance involves the distribution of water in each of these stores (albeit temporary) across the watershed 16 Water Budgets; Local Watersheds, continued • the only input to the system is Precipitation • as rainfall, mist, condensation (dew), snow, hail, sleet, freezing rain (may persist until melting later) • these inputs are geographically and temporally variable and in fact are discontinuous • measured in units of depth (mm for rain, cm for snow) in rain/snow gauges • concern for the quality of the data (e.g. Larson and Peck, 1974), has led to refinements in the technologies of measurement, however the geography of measurements, particularly the density of observations remains an issue 17 Water Budgets; Local Watersheds – Precipitation, continued • temporal variation is very familiar to most people, from 0 to torrential. • precipitation intensity declines rapidly with the duration of the event: • heavy rains are short-lived, less frequent • lighter rains may persist, more frequent • heavy rains or sudden snowmelt may overload basin storage capacities, but this may be infrequently enough for people to overlook the risk of flooding From: http://www.cdnarchitect.com/asf/en closure_design_strategies/fundame ntal_considerations/fundamental_c onsiderations.htm 18 Water Budgets; Local Watersheds – Precipitation, continued • spatial variation is also familiar – passing showers • precipitation generally shows spatial variation within a single event, but this may be inconsistent enough over time that local variations are unnoticeable when aggregated to monthly or annual quantities • spatial patterns are commonly analysed and displayed via “isohyets” or Thiessen polygons • Canadian precipitation data are not available for free except for the current day’s conditions Mapping to demonstrate spatial variation in precipitation from: www.aceweather.ca 19 Water Budgets; Local Watersheds, continued Hydrologic Budget Components • P - precipitation • I - interception • DS - depression storage or surface detention • SM - soil moisture • IF - interflow • G - groundwater • ET - evapotranspiration • R – runoff I • liquid or solid precipitation that is lost from the watershed by being caught while falling by plants and later evaporating • collects on trees, shrubs and ground covers (leaves, stems, etc) , and sometimes even on human structures (buildings) too, but this seems to be inconsistent with most usage of the term 20 Water Budgets; Local Watersheds - Interception, continued Interception • can be significant; it is instinctive to seek the sheltering effect of tree cover from rainfall (despite warnings about lightning) • also shelter for birds and other animals; there is respite only until the capacity to store is reached, and water drips off the leaves to the ground below 21 Water Budgets; Local Watersheds - Interception, continued 22 Water Budgets; Local Watersheds - Interception, continued • measurements seldom record the volume of intercepted precipitation • expressed either as millimetres of precipitation equivalent or as a percentage of incident precipitation e.g.: • Millet et al. (1998): 4 or 5% of the rainfall • Hebda, et al., (2000): 30% to 100% • Rowe (1983): maximum canopy storage for deciduous forests range from 1.2 1.5mm/m • Thurow et al (1987) for grasslands: 1.8 mm and 1.0 mm /yr Basin-wide quantification of interception is a problem: • uncertainties arise from differences in vegetative growth form such as different species, types, densities, and leaf and stem areas, which reflect seasonality and vary rapidly for fast-growing plants like crops (Van Dijk, and Bruijnzeel, 2001) • ground covers, wetland areas with emergent species, stemflow and intercepted snow and ice are also problematic • heavy rain or snow would likely have their capacities exceeded more often than areas where drizzle or mists dominate 23 Water Budgets; Local Watersheds - Interception, continued • one measure of the amounts retained is to shake a sapling after a rainstorm! • quantities are usually measured as the difference between rain gauges placed above and below intercepting plants. • basin-wide variations coincide with seasonality for deciduous tree covers • interception variations influence the subsequent evaporative losses • some intercepted water will eventually pass through vegetative layers (leaf drip, stemflow etc) and will need to be known since it is not lost from the water budget of the drainage basin • determination of these remains a topic of ongoing research. 24 Water Budgets; Local Watersheds, continued Hydrologic Budget Components • P - precipitation • I - interception • DS - depression storage or surface detention • SM - soil moisture • IF - interflow • G - groundwater • ET - evapotranspiration • R – runoff I water that passes through vegetation (if any) to pool on the ground surface; standing water accumulation filling low spots (puddles) 25 Water Budgets; Local Watersheds – Depression Storage, continued • some water may infiltrate initially • if the ground surface becomes saturated, pooling begins • if it deepens sufficiently, water will spill over and eventually contribute to: • overland flow toward the stream channel • seeps into the ground • or evaporates 26 Water Budgets; Local Watersheds – Depression Storage, continued • depression storage is usually expressed in millimetres of precipitation equivalent • very difficult to measure • assessing the collective storage capacity across a watershed is only done with considerable uncertainty • furthermore, under frozen conditions, depression storage is readily confounded with interception: precipitation and melting events initiate the filling of surface depressions simultaneous with activation of fluxes such as infiltration, overland flow and evaporation 27 Water Budgets; Local Watersheds – Depression Storage, continued from: Kouwen, 1987 (http://sunburn.uwaterloo.ca/Watflood/manual.p df) Type of Surface: Depression Storage (Retention, in mm) (ASCE, 1969) SPL8 Impervious Urban Areas 1.25 1. 25 Pervious Urban Areas 3.0 2.0 Smooth Cultivated land 1.3 - 3.0 2.0 Good pasture Forest litter 5.0 8.0 3.0 10.0 from:http://www.ci.gillette.wy.us/pub w/en/drainage.html#Table6 Depression/Detention Values Recommended (mm) (mm) Paved Areas Roofs Flat Roofs Sloped Roofs 1.2 - 3.7 2.5 - 7.4 1.2 - 2.5 2.5 2.5 1.2 Lawn grass 2.5 - 12.4 7.4 Wooded areas and open fields 5.0 - 14.9 Assess each situation 28 Water Budgets; Local Watersheds, continued Hydrologic Budget Components • P - precipitation • I - interception • DS - depression storage or surface detention • SM - soil moisture • IF - interflow • G - groundwater • ET - evapotranspiration • R – runoff I Infiltrating water that penetrates the ground surface and is held against the pull of gravity within the rooting zone of plants 29 Water Budgets; Local Watersheds – Soil Moisture, continued • the only source of water for plants, though not all of the water which reaches the soil is available: • hygroscopic water is actually chemically bound to minerals in the soil • held too tightly to be removed by plant roots • only in episodes of very intense dehydration is it depleted or otherwise involved in the soil water budget • gravity water infiltrates/percolates deeper into the ground, becoming interflow or groundwater • drawn down rapidly (especially in coarse soils – sands and gravels – where porosity and permeability allow rapid drainage) • plants are unable to draw upon it • capillary water is held against the pull of gravity but is not static, it is augmented by infiltration of rainwater and snow melt, and depleted • by gradual penetration to groundwater • by uptake via plant roots • and by direct surface evaporation 30 Water Budgets; Local Watersheds – Soil Moisture, continued • Capillary water (in humid environments/seasons) normally infiltrates, carrying solutions into groundwater • upward migration of soil moisture (capillary rise) may also occur (under high rates of evaporation from the ground surface, evaporating and depositing salts from solution) Field Capacity • water-holding ability of soil • mass of moisture expressed as a “percentage” of dry soil mass • for hydrologic purposes it is more convenient to recognize Field Capacity as the maximum capillary water a soil can hold • expressed as millimetres of precipitation equivalent for the rooting zone (about 1.0 to 1.2 m below the ground surface • the intrinsic composition and texture of soil has a great influence on the geographic pattern of stored and transmited water 31 Water Budgets; Local Watersheds – Soil Moisture, continued Field Capacity (mm water / m soil) Material Class H2O as % of dry weight BC Agriculture * Alberta Agriculture ** Best Estimate mineral soil or sediment Clay/clay loam ~ 40 200 203.2/ 177.8 ~200 Silt loam ~ 25 208 Loam 175 Fine sandy loam 142 Sandy loam organic material ~7 125 Loamy sand 100 Sand 83 Gravel <5 peat 140-170 ~160 152.4 101.6 BC Agriculture: http://www.agf.gov.bc.ca/resmgmt/publist/600series/619000-1.pdf Alberta Agriculture: http://www.agric.gov.ab.ca/crops/wheat/moisture.html ~110 ~ 50 32 Water Budgets; Local Watersheds – Soil Moisture, continued • soils have organic (once living) and mineral (rock particles) constituents • mineral constituents classified as clay (sub-microscopic) silt (dust-sized), sand (up to 2mm diameter) and gravel (over 2mm) • capillary water varies considerably with particle size • finer soils have higher field capacities but the greatest water storage capacity is related to the organic (nonmineral) content of the soil • surfaces covered by vegetation and “plant litter” commonly maintain natural rates of infiltration, by impeding surface compaction due to rain splash and desiccation from direct sunlight • burrowing organisms open up the soil and produce composted organic matter that facilitates water retention and aggregation of soil particles 33 Water Budgets; Local Watersheds – Soil Moisture, continued • surfaces covered by vegetation and “plant litter” commonly maintain natural rates of infiltration, by impeding surface compaction due to rain splash and desiccation from direct sunlight • burrowing organisms provide tilth that opens up the soil and produce composted organic matter that facilitates water retention and aggregation of soil particles Soil moisture storage is critical to the water balance: • generation of runoff depends on there being from an excess of precipitation/snow melt over infiltration; saturation of the available storage in the uppermost part of the soil will impede further infiltration so that surface depressions become filled and overland flow is initiated • if the soil can absorb the water supplied to it surface, runoff will not be initiated • Irrigation needs arise from the depletion of capillary water to the point where plants are threatened with drought. Recharging soil water within the limits of field capacity will ensure an adequate supply for plants to grow 34 Water Budgets; Local Watersheds – Soil Moisture, continued • measurement of soil moisture was traditionally conducted by collecting a field sample, weighing it, drying it, determining the weight loss and converting the mass (as a volume per sampled area) to millimetres • now many sensors rapidly detect moisture based on inferences regarding the physical, electrical and chemical properties of water (http://www.sowacs.com/) as some mounted on aircraft and spacecraft Nevertheless, watershed-wide soil moisture data is not readily available. Modelled and generalized patterns are to be found: From: http://www.agric.gov.ab.ca/climate/springsm.pdf http://www.gov.mb.ca/natres/watres/nohrsc_soil_m oisture_nov_2001.htm 35 Water Budgets; Local Watersheds, continued Hydrologic Budget Components • P - precipitation • I - interception • DS - depression storage or surface detention • SM - soil moisture • IF - interflow • G - groundwater • ET - evapotranspiration • R – runoff I Below the rooting zone is an area of occasional saturation where interflow – lateral and downslope movement of percolating water – is found 36 Water Budgets; Local Watersheds – Interflow, continued • in an unsaturated, or vadose zone • water only occupies the pore spaces as it is pulled by gravity either to the zone of permanent saturation (groundwater) or to point where it surfaces as a “seep” or ephemeral spring • in porous and permeable materials interflow may represent a significant component of the water balance, but it is very difficult to measure at all, let alone to monitor on an ongoing basis 37 Water Budgets; Local Watersheds – Interflow, continued • quantities are most often inferred by examining the delay of stormwater reaching channels • vadose zone caves may form in soluble bedrock (limestone) • Karst geomorphology requires the constant percolation of water to remove the carbonates released by weathering of the rock 38 Water Budgets; Local Watersheds, continued Hydrologic Budget Components • P - precipitation • I - interception • DS - depression storage or surface detention • SM - soil moisture • IF - interflow • G - groundwater • ET - evapotranspiration • R – runoff I Water that has percolated to the zone of permanent saturation of pore spaces referred to as groundwater, and its upper limit, the (ground) water table 39 Water Budgets; Local Watersheds – Groundwater, continued • also referred to as the phreatic zone • from deep infiltration • Very gradual discharge to: • springs • streams (as base flow) • or standing water • Ponds • lakes • even the ocean • groundwater is ubiquitous, but the abundance and potential for extraction do vary considerably • flow rates within this store are generally gradual (down to millimetres per century) 40 Water Budgets; Local Watersheds – Groundwater, continued • flow rates depend on the nature of the geological materials: • porosity refers to the volume of void spaces in the rocks or sediments • permeability is the connectivity of these for percolating groundwater • both are properties of the host materials • earth materials that are both porous and permeable are called aquifers (sand, gravel, sandstone, limestone, fractured rock) • materials which impede water flow are called aquicludes or aquitards (clay, shale, dense bedrock). • hydraulic conductivity is the rate of passage of water through the pore spaces • local aquicludes can create small isolated perched aquifers and springs 41 Water Budgets; Local Watersheds – Groundwater, continued • in the phreatic zone, hydrostatic pressure influences water movement • (whereas in the vadose zone, it is gravity that governs almost all flows) • under hydrostatic pressure water flows from areas of high (impelling force) pressure to low pressure, just as air does in the atmosphere • the weight of confining water (above) is what applies the pressure; if an aquifer is sandwiched between aquicludes on a slope, then hydrostatic pressure may be sufficient to allow the well to discharge up onto the surface (an Artesian well) • the water table coincides with the elevation of the receiving surface waters, since a lower water table would draw from the surface and a higher water table would discharge as a spring 42 Water Budgets; Local Watersheds – Groundwater, continued • hydrostatic pressure forces water to rise in wells, to the elevation of the groundwater table at that point • monitored from the surface by inserting piezometric tubes to depths of aquifers for measuring water pressure • mapping of these elevations produces a set of points that can be interpolated to form a potentiometric (piezometric) surface • the slope of this surface defines the hydrostatic pressure gradient and the horizontal direction of groundwater flow • anomalies on the surface arise from the presence of impermeable materials (aquicludes) in the stratigraphic column. 43 Water Budgets; Local Watersheds – Groundwater, continued • knowledge of subsurface stratigraphy is extremely limited • anisotropy can have a huge impact on percolation and discharge rates • measurement of groundwater is often expressed as the depth to the water table, or as the rate at which water can be pumped (yield) and the depth of precipitation equivalent added to or removed from groundwater storage • as a store these additions and removals must balance if the storage is to remain in equilibrium • because it is difficult to monitor the many inputs and outputs from aquifers, changes in the elevation of the water table are monitored as an indicator of disequilibrium 44 Water Budgets; Local Watersheds – Groundwater, continued • if one well (or more) continues to extract faster than the groundwater can recharge itself, then the water table becomes drawn down • this deprives adjacent wells, springs and streams • leading to deepening of wells which creates more drawdown, resulting in surface de-watering subsidence • near oceans salt water incursion into the aquifer can occur • What sets the limit on removal rates is recharge rates, otherwise the use is consumptive and unsustainable, but may go unnoticed for some time 45 Water Budgets; Local Watersheds – Groundwater, continued • similar to salt water incursion, contamination of groundwater was a latent issue until the crisis situation at Walkerton, Ontario; May 2000, rain washed e. coli bacteria into the town’s water supply: in a town of 5000 about half wee sick and 7 died from continuing to drink the water; • groundwater is complicated by: • the diffuse extent of infiltration • uncertainty of and our ignorance of percolation pathways • water’s inaccessibility for clean-up once contamination is discovered • diverse potential sources of contaminants include: • livestock • cemeteries • fertilizers and pesticides from rural, suburban and urban application • pit and quarry operations, mine tailings and ponds • abandoned and active industrial sites (spills and disposal) • land fill leachate and old dumpsites • winter road salt • military activities, etc. 46 Water Budgets; Local Watersheds – Groundwater, continued • • • • natural sources of toxins (asbestos, arsenic et al.) “spring water” was once a standard for purity groundwater can be no purer than the media it has passed through Science continues to monitor groundwater: • “Groundwater is important to health, economy and ecosystems in Canada. It provides drinking water to about one third of all Canadians and up to 80% of the rural population. It has been routinely surveyed since early last century, yet groundwater has not been mapped in a systematic way across the country. The NRCan Groundwater Mapping program, a current federal groundwater initiative, aims to establish a conceptual framework of national, regional and watershed-scale groundwater flow systems.” http://ess.nrcan.gc.ca/gm-ces/index_e.php • Outputs from a watershed are restricted to very deep, very slow groundwater “leakage”, evapotranspiration and surface runoff. 47 Water Budgets; Local Watersheds – Groundwater, continued • evaporation and transpiration pathways recognized, but difficulties in measurement of these separately as well as in combination • necessitates development of procedures for predicting evapotranspiration from more-readily measured atmospheric energy exchange: • temperature • radiation • ground-surface properties: • open water (unlimited H2O) • soil: texture • vegetation: crop type, forest, grass • land use open water evaporation is normally based on measurements from a standard pan of water 48 Water Budgets; Local Watersheds, continued Hydrologic Budget Components • P - precipitation • I - interception • DS - depression storage or surface detention • SM - soil moisture • IF - interflow • G - groundwater • ET - evapotranspiration • R – runoff I Evapotranspiration is a composite concept encompassing the change of state of water from liquid to vapour. It includes evaporation from : • storages exposed to the atmosphere (interception, depression storage, soil moisture) • the vascular systems of plants (stomata releasing soil moisture drawn upwardly by transpiration). 49 Water Budgets; Local Watersheds – Evapotranspiration, continued Canadian Normals Evaporation Data: “Monthly averages of calculated lake evaporation (mm) derived from evaporation pan measurements are given. Lake evaporation represents water loss from ponds and small reservoirs but not large lakes. Lake evaporation tends in general to be about a third less than measured pan evaporation.” (http://climate.weatheroffice.gc.ca/climate_normals/climate_info_1961_1990_e.html) Lysimeters are used for more comprehensive evapotranspiration measurement: Lysimeter P ET Stilling Well Soil Displacement Fluid By monitoring weigh loss, evapotranspiration values are obtained, but the expense of the device prevents its widespread use. Evapotranspiration is very sensitive to both atmospheric and surface conditions; its inclusion in water balance determinations can introduce uncertainty. 50 Water Budgets; Local Watersheds – Evapotranspiration, continued The work of Thornthwaite, Penman and Monteith have popularized the notion of calculating potential evapotranspiration to aid in determination of water balances. • the amount of water that would be evaporated and transpired if an unlimited supply of water were available • based on observations of temperature, wind speed, daylength, incoming and outgoing radiation, vapour pressure, and atmospheric pressure • online_thornthwaite: http://saltonsea.sdsu.edu/onlinethornthwaite.php • modelling of these, including the use of remote-sensing techniques can lead to spatially-generalized values for PE and ET 51 Water Budgets; Local Watersheds, continued Hydrologic Budget Components • P - precipitation • I - interception • DS - depression storage or surface detention • SM - soil moisture • IF - interflow • G - groundwater • ET - evapotranspiration • R – runoff I Surface runoff is overland flow of surplus moisture; watershed runoff is the channelized flow that leaves the basin at its outlet. 52 Water Budgets; Local Watersheds – Runoff, continued • could be expressed in millimetres of precipitation equivalents • stream flow is normally reported as discharge in units of volume per unit time (e.g. m3sec-1) • position of channel networks on a map is referred to as hydrography and their locations indicate the imprint of running water on the landscape (fluvial geomorphology) • hydrologically ,hydrography is important because of how long it takes for water to reach the channel (time of concentration) from overland flow, throughflow or groundwater seepage • “flashy” basins are those that deliver very quickly, such as those found on impervious bedrock • buffered basins have channels that respond slowly to precipitation or snowmelt events. 53 Water Budgets; Local Watersheds – Runoff, continued • long recognized that storm hydrographs for streams change shape as land use changes • in general land development and urbanization create a flashy basin from a buffered one: • the rising limb steepens • peak flow increases • the recession limb steepens • base flow decreases • removal of basin storages in most cities and suburbs has brought this about • recently, stormwater management plans have become requirements of subdivision approvals • unless retrofitted, however, existing urban and suburban areas continue to experience flashy stream discharge, and its associated flooding, erosion and expensive damagereduction procedures. 54 Water Budgets; Local Watersheds – Runoff, continued • responses of streams therefore differ, depending on the mix of land uses within their catchments it is common to generalize by broad land use categories (open space, residential, commercial, industrial), but more detail is provided by actually mapping pervious and impervious areas • with current remote-sensing capabilities, extremely high resolution images now enable very fine details, and are beginning to be incorporated into runoffprediction procedures • useful data however remains to be stream discharge records collected at stream gauging stations • non-automated stations merely have a labelled post, allowing an observer to record the height the river has risen 55 Water Budgets; Local Watersheds – Runoff, continued Careful measurement of the channel cross-section (A, in m2) and stream velocities (V, in m min-1) allows conversion of stream stage (elevation) to discharge (volume per unit time, in m3 min-1): Q= AV This involves the use of a stage:discharge rating curve. By calibrating this curve at a gauging site, observations of water level can be converted to actual stream discharge. Discharge data: Water Survey of Canada http://www.ec.gc.ca/rhcwsc/default.asp?lang=En&n=4EED50F1-1 Ontario: Surface Water Monitoring Centre http://www.mnr.gov.on.ca/en/Business/Water/2C olumnSubPage/STEL02_163613.html 56 Water Budgets; Local Watersheds – Runoff, continued A geographic approach (mapping) is necessary in understanding runoff and indeed the whole water balance since the system of water capture, storage and discharge is spatially connected over a watershed A water budget involves spatially-aggregated fluxes (transfers from one location to another) and spatially-variable stores (interception, surface detention or soils across the catchment, or storage specific to an individual reservoir, or even to a rooftop) To balance, data on the input fluxes, available storage and output fluxes must all be “accounted for”. The most common concern being addressed by water balances has been flood forecasting, however the water budget itself has been gaining attention as a concern arising from climatic change and variability, and as part of land-development procedures. 57 Naturalized Impacted 58 References Brown, L., and Halweil, B., 1999, http://www.worldwatch.org/alerts/990923.html ). Hebda, R.J., K. Gustavson, K. Golinski and A.M. Calder, 2000. Burns Bog Ecosystem Review Synthesis Report for Burns Bog, Fraser River Delta, South-western British Columbia, Canada. Environmental Assessment Office,Victoria, BC.http://www.eao.gov.bc.ca/special/burnsbog/reports/trm/result.htm ). Larson, L. and Peck, E.L., 1974. Accuracy of Precipitation Measurements for Hydrologic Modeling. Water Resources Research, pp 857-862 Millet, A., T. Bariac, C.Grimaldi, M. Grimaldi, P. Hubert, H. Molicova & J. Boulegue 1998, Influence of deforestation on the hydrological behaviour of small tropical watersheds. Rev. Sci. Eau 11(1): 61-84,http://www.rse.uquebec.ca/ang/vol11/v11n1a3.htm Milly, P., Wetherald, R., Dunne, K., and Delworth, T., 2002, Increasing risk of great floods in a http://water.usgs.gov/nrp/proj.bib/milly.html )changing climate, Nature, v. 415, p. 514-517. Rowe, 1983, Rainfall interception by an evergreen beech forest, Nelson, New Zealand. Journal of Hydrology, 66: 143-158. 59 Shiklomanov, I, 1999, http://webworld.unesco.org/water/ihp/db/shiklomanov/summary/html/summary.ht ml#2.%20Water%20storage Thurow, T., Blackburn, W., Warren S., and Taylor C.A., 1987, Rainfall Interception by Midgrass, Shortgrass, and Live Oak Mottes, Journal of Range Management 40(5) pp 455460, http://jrm.library.arizona.edu/data/1987/405/20thur.pdf Van Dijk, A.I.J.M., Bruijnzeel, L.A., 2001. Modelling rainfall interception by vegetation of variable density using an adapted analytical model. 2: Model validation for a tropical upland mixed cropping system. Journal of Hydrology 247: 239-262. http://www.geo.vu.nl/~trendy/C5.pdf) 60