Hydrologic Equation Inflow outflow Changes in storage Equation
- Slides: 32
Hydrologic Equation • Inflow = outflow +/- Changes in storage • Equation is simple statement of mass conservation
Hydrologic inputs into area • Precipitation • Surface water inflow (streamflow + overland flow) • Ground water inflow from outside area • Artificial import (pipes + canals)
Hydrologic outputs into area • • • Evapotranspiration from land areas Evaporation from surface water Runoff of surface water Groundwater outflow Artificial export of water through pipes and canals
Changes in storage • Changes in volume of: -- surface water in streams, rivers, lakes, and ponds. -- soil moisture in vadose zone -- ice and snow at surface -- temperature depression storage -- water on plant surfaces -- ground water below water table
Mono Lake • Inputs: precipitation; streams; ground water. • Outputs: evaporation; artificial streams.
Humidity • Absolute Humidity number of grams of water per cubic meter [ML-3] • Saturation Humidity maximum amount of water air can hold [ML-3] • Relative Humidity = % ratio of absolute humidity to saturation humidity.
Condensation • Condensation occurs when air mass can no longer hold all of its humidity. • Temperature drops => saturation humidity drops. • If absolute humidity remains constant => relative humidity rises. • Relative humidity reaches 100% => condensation => Dew point temperature.
Factors affecting Evaporation • • Water temperature. Air temperature above water layer. Absolute humidity of air above water surface. Wind – keeps absolute humidity low. - may increase the molecular diffusion. • Solar radiation – Langley = 1 cal. /cm 2; SI => joule/m 2 = 4. 18 x 104 Langleys.
Transpiration • Plants pump water from ground to atmosphere; accounts for most vapor losses in land-dominated drainage basin. • A function of plant density plant size limited by soil water. • Wilting point – surface tension of soil water interface > Osmotic pressure.
Evapotranspiration • Evapotranspiration = total water loss due to 1) free water evaporation, 2) plant transpiration, 3) soil moisture evaporation. • Potential evapotranspiration – the water loss, which occur if at no time there is a deficiency of water in the soil for the use of vegetation. • Actual evapotranspiration.
Limited soil-moisture storage Cool, moist Warm, dry Cool, moist
Ample soil-moisture storage
Formation of Precipitation • Humid air mass cooled to dew point temperature. • Condensation or freezing nuclei (clay minerals, salt, combustion products …). • Droplets coelesce to form raindrops. • Raindrops must be large enough such that they do not evaporate.
Precipitation – cont. • Adiabatic expansion P decreases => V increases =>T decreases • Dry lapse rate – Rising dry air 1 OC/100 m. • Wet lapse rate – Rising moist air 0. 5 OC/100 m.
Influences on rising air mass • Convective processes. • Movement of weather fronts. • Orographic effects.
Effective uniform depth (EUD) of precipitation • Arithmetic mean method – the rain gauge network is of uniform density. EUD = an arithmetic average of the pointrainfall data.
Effective uniform depth (EUD) of precipitation • Arithmetic mean method – the rain gauge network is of uniform density. • Isohyetal line method: - draw isohyets. - EUD = the weighted average of each isohyetal area.
Effective uniform depth (EUD) of precipitation • Arithmetic mean method – the rain gauge network is of uniform density. • Isohyetal line method. • Thiessen method. - construct polygons - weighted by polygon areas
- Peta inflow outflow
- Tawag sa mga pamamaraan ng pagsukat sa pambansang kita
- Muskingum method
- Write the inflow as a formula
- Hydrologic routing and hydraulic routing
- Continuity equation
- Terminal cash inflow
- Financing outflow
- Onodi cell
- Ron cronovich
- Outflow boundary condition fluent
- Outflow hydrograph
- Hurricane outflow
- Hydrologic engineering center
- Hydrologic routing
- Hydrologic losses
- Hydrologic abstractions
- Objectiveable
- Hydrologic engineering center
- Water cycle the hydrologic cycle
- Applied hydrology
- Hydrologic engineering center
- Hydrologic engineering center
- Elizabeth mulroney
- Physical changes vs chemical changes
- Secondary storage vs primary storage
- Primary storage and secondary storage
- Secondary storage provides temporary or volatile storage
- Object based and unified storage
- Tabgold fixtures
- Speed v velocity
- What type of map shows changes in elevation
- The cross changes everything