CIVE 445 - ENGINEERING HYDROLOGY

CHAPTER 2A: BASIC HYDROLOGIC PRINCIPLES, PRECIPITATION

  • Engineering Hydrology takes a quantitative view of the hydrologic cycle.

  • Rainfall is the liquid form of precipitation.

  • The catchment has an abstractive capability that acts to reduce total rainfall into effective rainfall.

  • The difference between these two is the hydrologic abstractions.

  • Hydrologic abstractions include interception, infiltration, surface storage, evaporation, and evapotranspiration.

  • Effective rainfall and runoff are equivalent.

  • Hydrologic mass balance equations use units of mm, cm, on inches, uniformly distributed over the entire catchment..
2.1  PRECIPITATION

  • The Earth's atmosphere contains water vapor.

  • The amount of vapor is expressed as a depth of precipitable water.

  • The amount of water vapor contained in the air is a function of the temperature.

  • Lowering of the temperature reduces the amount of water vapor that the air can contain. The rest is precipitated.

  • Cooling of air masses can be due to:

    • Horizontal convergence lifting: moist air masses move to low-pressure area, collide, and vapor raises, and cooling results.

    • Frontal lifting: warm moist air moves into colder air, which acts as a wedge; warm air rises, and cooling results.

    • Orographic lifting: moist air flows toward and orographic barrier, and is forced to rise, resulting in its cooling.

    • Longwave-radiation lifting: in heavily vegetated regions, with low albedo, excess longwave radiation warms moist air and results in its lifting.

  • Condensed water vapor must attain precipitation size in order to precipitate.

  • Air particles such as aerosols trigger coalescence of condensed water vapor into rain drops.

  • Factors affecting precipitation.
Quantitative description of rainfall

  • Rain consists of liquid-water drops, mostly larger than 0.5 mm in diameter.

  • Rainfall intensities can be light (less than 3 mm/hr) to heavy (more than 10 mm/hr).

  • Snow is ice crystals.

  • Hail is solid icestones, from 5 to 125 mm in diamter.

  • Rainfall durations of 1, 2, 3, 6, 12, and 24 hr are common.

  • Rainfall depths can vary widely, depending on climate and season.

  • Larger depths occur more infrequently.

  • For example: a 60 mm rainfall lasting 6 hr may occur once every 10 yr (Intensity-Duration-Frequency).

  • Return period of the reciprocal of the frequency: once in 50 yr (1/50) means a 50 yr return period.

  • For long return periods, data is lacking to support statistical analysis (more than 100 years).

  • Deterministic concept of PMP (Probable Maximum Precipitation) takes over in the U.S.

  • PMP leads top PMF (Probable Maximum Flood).

  • SPF (Standard Project Flood) is a fraction of the PMF (Corps of Engineers practice).

Temporal rainfall distribution

  • Variation of rainfall depth within the event duration is depicted by the temporal rainfall distribution.

  • Discrete form is the hyetograph.

  • Continuous form is the temporal rainfall distribution (Fig. 2-2)

Fig. 2-2

Spatial rainfall distribution

  • The same amount of rainfall does not fall uniformly over the entire catchment..

  • Isohyets depict the spatial variation of rainfall (Fig. 2-4)

  • In regional rainfall maps, isohyets are referred to as isopluvials.

Fig. 2-4

Average precipitation over an area

  • It is often necessary to determine a spatial average of precipitation.

  • This is performed in three ways:

    1. Average method: raingage depths are averaged without regard to intensity or areal distribution.

    2. Thiessen polygons: raingage locations are joined with straight lines, and perpendicular bisectors determine the area of influence of each raingage.

    3. Isohyetal method: raingage depths are used to draw contours of equal rainfall (isohyets); mid-distance between two adjacent isohyets determine area of influence of each raingage.

Fig. 2-6

Storm analysis

  • Storm depth h and duration t are directly related.

    h = c t n

  • Exponent n varies between 0.2 and 0.5.

  • Depth-duration data for the world's greatest observed rainfall events.

    h = 39 t 0.5


    Fig. 2-7

  • Differentiating rainfall depth with respect to duration:

    dh/dt = i = c n t n-1

  • Simplifying:

    i = a / t m

  • in which a = cn; and m = 1 - n.

  • A more general intensity-duration model is:

    i = a / (t + b) m

  • An intensity-duration-frequency model is:

    i = K Tn / (t + b) m

  • in which K = a coefficient; and n = an exponent.


    Fig. 2-8

Storm depth and catchment area

  • Generally, the greater the catchment, the smaller the spatially averaged storm depth.

  • Point depth is the storm depth associated with a point area.

  • Point area is the smallest area below which the variation of storm depth with catchment area is assumed negligible.

  • Reduction in point depth is warranted for large catchments.

  • NWS depth-area reduction charts are available.

Fig. 2-9

Depth-duration-frequency

  • Isopluvial maps depicting storm depths for a range of durations, frequencies, and catchment areas are available for the entire U.S.

  • These maps usually show point-depth values.

Depth-area-duration

  • This is an alternate way of portraying the reduction of storm depth with area, with duration as a third variable.

Fig. 2-10

Sources of precipitation data

 
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