Unit 3.1 Water Flashcards
Identify difficulties in the collection and processing of rainfall data and identify ways of overcoming these difficulties.
Buildings etc. nearby can block rain or create wind turbulence. Gauges should be separated from any obstacle by a lateral distance of at least four times the height of the obstacle.
Leaves and other detritus falling into the gauge or blocking the funnel entrance. The mouth of the gauge is set 12 inches above ground level.
Gauges do not tell us the intensity of rainfall, only the total amount over a given period. To measure intensity, automated recording gauges have been developed.
Automated rain gauges can malfunction.
Calculate mean rainfall over an area from data from irregularly distributed raingauges.
Thiessen polygons, and weight each polygon by its proportion of total area.
Convert between mass and molar concentration data for ions in water.
1 mol of any substance is its total atomic weight in kg
e.g. 1 mol of S (atomic weight 32.1) is 32.1kg
To convert a measurement in kg to moles, divide the recorded kg by the weight of a single mol. For example, 7kg of S is equivalent to 7 / 32.1 = 0.22 mol.
To convert to moles of charge, multiply this by the charge.
Give the routes through which precipitation may leave a catchment.
Water falling directly into watercourses: channel precipitation (Qp)
Water flowing overland into watercourse: overland flow (Qo)
Water penetrating the ground and percolating into the water table: groundwater flow (Qg)
Water penetrating the ground and flowing through the upper unsaturated layers: throughflow (Qt)
Account for the origins of dissolved ions in rainwater and cite evidence in support.
- sulphate (SO4^2-): burning fossil fuels and volcanic sources.
- nitrate (NO3-): vehicle emissions
- hydrogen carbonate (HCO3-): reaction of atmospheric CO2 with H2O
- Na and Cl from seawater: higher recorded levels in coastal areas
- Ca from weathering of rocks
- NH4+ from fertilisers
Hubbard Brook Experimental Forest have been taking readings for the last 30 years.
Outline methods of estimating throughflow.
Throughflow penetrates the ground surface, and flows through the upper unsaturated layers. The speed of flow is dependant on the material of these layers, and so a distinction is made between Quick Throughflow (Qqt) and Slow Throughflow (Qst).
Speed of throughflow is given by Darcy’s law.
Outline methods of estimating stemflow.
In forests, about 10-15% of precipitation does not reach the ground, as it is intercepted by trees.
Interception loss = precipitation - throughfall - stemflow
Throughfall is water which drips through the leaf cover.
Stemflow is the water which runs down the stem.
Stemflow can be measured directly using a collection device which attaches as a ring around the stem.
Indicate the factors that affect the relative proportions of each of the routes of runoff.
The relative proportion of channel precipitation (Qp) depends on the surface area of water channels. This route is significant in catchment areas with large lakes, or when large areas are flooded.
The relative proportion of overland flow (Qo) is higher where water has less chance to infiltrate the ground, such as steep slopes or impervious material such as concrete or Tarmac.
The relative proportion of throughflow (Qt) and groundwater flow (Qg) are determined by ground conditions, such as soil or waster table.
Account for the changes in ion concentrations when rain passes through a forest canopy.
As it falls through the canopy of a tree, water comes into contact with leaves. Leaves intercept aerosols, adsorb gases and are coated with dust. Rain falling onto a leaf will dissolve these materials, and carry them onward. As a result, the concentration of ions increases as rain falls through the canopy.
The exception to this is hydrogen ions (H+), which are absorbed by the surface of the leaf in exchange for sodium or magnesium ions.
Estimate the energy required for the vaporisation of water.
Latent heat of vaporisation of water
- units of joules per kilogram
- varies with temperature.
Multiply this by the weight of water to be vaporised.
Outline the major factors in evapotranspiration in the field and link them to the main ideas of the Penman-Monteith model.
Evapotranspiration is influenced by:
- soil moisture content (and so water potential)
- atmospheric conditions (and so water potential)
- vegetation type, which may have increased resistance (stomatal and aerodynamic)
- solar radiation, which provides energy for evaporation
The Penman-Monteith formula connects evapotranspiration with humidity, available radiant energy, and vegetative resistance. It does not take into account advection: the horizontal movement of air through the atmosphere.
Interpret hydrographs linking rainstorm and river flow rate with time.
- plots discharge against time
- base flow is discharge before the rising limb and after the recession limb
- may also plot rainfall against time (bar chart)
- total precipitation is the total depth of rainfall multiplied by the surface area of the catchment
- may plot multiple precipitation events
- time between peak rainfall and peak discharge is the lag time
Estimate flood frequencies from discharge and stage data.
Data records are used to produce a frequency curve, which plots discharge against the average time interval before a similar discharge occurs again (the return period).
River height (stage) is empirically related to discharge by a rating curve.
Taken together, these can tell us the frequency at which the river will reach a certain height, e.g. the height at which it will breach its banks.
Outline briefly and identify differences between the Horton and Hewlett hypotheses.
The Horton hypothesis calculates the amount of time at which a rate of precipitation will no longer be able to be infiltrated by the surface, and will become excess precipitation, which flows overland (Qo).
The Hewlett hypothesis suggests that, as rainwater is absorbed by the ground, the water table rises. Once the water table has reached the surface, no more water can be absorbed, and so becomes overland flow (Qo).
Describe and account for the annual variation in baseflow on a hydrograph.
Baseflow is the contribution to river flow by groundwater. This is at its highest at the end of winter, and lowest during summer into autumn.
Baseflow is connected to groundwater levels. The high in late winter occurs as groundwater levels are high due to seasonal precipitation, and low in summer as the rate of evapotranspiration is greater than precipitation at this time.