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Review Session 1. Measuring Evapotranspiration Lysimeter – a large container holding soil and plants. Mass Balance: Debate: Pros/Cons

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  • Slide 1
  • Review Session 1
  • Slide 2
  • Measuring Evapotranspiration Lysimeter a large container holding soil and plants. Mass Balance: Debate: Pros/Cons
  • Slide 3
  • Events during Precipitation - Infiltration Not all water that falls will reach the water table Infiltration Capacity is measure of a soils capacity to absorb water Highly variable soil type, but also the same soil varies depending on current moisture content Horton Infiltration Capacity Equation
  • Slide 4
  • Streams and Groundwater Gaining vs Losing How do you determine which it is? Groups
  • Slide 5
  • Stream Hydrographs Baseflow Recessions Baseflow is is the portion of streamflow that comes from subsurface flowstreamflow Baseflow recession in a stream occurs when groundwater feed to a stream decreases
  • Slide 6
  • Stream Hydrographs Baseflow Recessions Complex thing that depends on lots of characteristics in a watershed (topography, drainage, soils +geology) but often the equation is simple
  • Slide 7
  • Determining Ground-Water Recharge from Baseflow Seasonal Recession Method (a) Find time t 1 when Q=Q 0 /10 (b) Find V tp, the volume of potential gw discharge (c) Calculate potential baseflow at t, the end of the recession (d) Recharge= V tp (next season)- V t (season 1) Apply algorithm to this figure
  • Slide 8
  • Determining Ground-Water Recharge from Baseflow Recession Curve Displacement (a) Find t 1 (b) Compute t c =0.2144t 1 (c) Locate time t c after peak (d) Extrapolate recession A and B to find Q A and Q B at t c (e) Apply equation
  • Slide 9
  • Open Channel Flow Manning Equation Imperial Units V (ft/s) average velocity R (ft)- hydraulic radius (ratio of cross area to wetted perimeter) S (ft/ft) - energy gradient n Manning roughness coefficient Metric Units V (m/s) average velocity R (m)- hydraulic radius (ratio of cross area to wetted perimeter) S (m/m) - energy gradient n Manning roughness coefficient a b
  • Slide 10
  • Manning Roughness Coefficient Stream Typen Mountain stream with rocky bed0.04-0.05 Winding Natural Stream with weeds 0.035 Natural stream with little vegetation 0.025 Straight, unlined earth channel0.02 Smoothed concrete0.01 Entirely empirical so be very careful with units!!!
  • Slide 11
  • Useful Definitions Confining Layer geologic unit with little or no intrinsic permeability Aquifuge Absolutely impermeable unit that will not transfer water Aquitard a layer of low permeability that can store ground water and transmit it slowly from one aquifer to another Unconfined/Confined Aquifer an aquifer without/with a confining layer on top. Leaky Confined Aquifer a confined aquifer with an aquitard as one of its boundaries Perched Aquifer a layer of saturated water that forms due to accumulation above an impermeable lens (e.g. clay) Water Table depth where the soil becomes completely saturated
  • Slide 12
  • Porosity Porosity is the ratio of the volume of voids to the total volume 0