Hydrology

ETHZ / Bauingenieur Bsc. / 5.Semester / HS2020

ETHZ / Bauingenieur Bsc. / 5.Semester / HS2020


Set of flashcards Details

Flashcards 78
Language English
Category Nature Studies
Level University
Created / Updated 15.09.2020 / 10.11.2023
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Flood hydrograph analysis - nomenclature

Topographic vs phreatic divide

R-R model

Rainfall-Runoff Model

Rainfall input --> R-R model --> flow output

Linear channel IUH - travel time concept

Waterflow types

Basin characteristics

Are important factors affecting various aspects of runoff and are crucial parameters for all sorts of models.
--> R-R models

- topographic features

- river network characteristics

- soil

- land cover

 

Hypsometric curve

cumulative height frequency curve of for example a basin.

Image: Hypsometric curve of the earth

Watershed average slope - Alvard-Horton's

Method of determening the basin characteristic: average slope

Watershed average slope - Grid Method

Method to determine the basin characteristic: slope

Watershed characteristics - Drainage Density

\(D = \frac{\text{total length of streams}}{\text{area}}=\frac{\sum_i L_i}{A}\)

- measures the efficiency of the basin drainage

- for equal climatic charactersistics --> can be used as proxy information for permeability

Geomorphology

Quantitative study of the surface landform.

measures of geometric similarities among watersheds and stream networks

--> parametrization of R-R models

Geomorphological laws

1st Horton's law of stream numbers

2nd Horton's law of stream length

3rd Horton's law of stream areas

4th Horton's law of stream slopes

 

Geomorphological laws - stream ordering

hydrograph

Deutsch: Abflussganglinie

instantaneous Unit Hydrograph (IUH)

Synthetic unit hydrograph

Used for IUH identification

Time of concentration

Used to measure the response of a watershed to a rain event. (precipitation --> runoff)

- many empirical approaches for calculating

Geomorphological Instantaneous Unit Hydrograph (GIUH)

The GIUH is the probability density function of a drop's travel time in a basin.

Floods - 4 Main Questions

- Frequency (how frequently a flood of a given magnitude occurs)

- How much (how high is the water level in the river)

- Damage (e.g. does the river overflow the leeves and what is the extent of the affected areas)

- Prevention and Mitigation (what are the best prevention and mitigation measures)

 

Flood hazard probability - definitions

\(Q_p\) = peak discharge

Hazard = probability of occurence, within a specific period of time in a given area, of a potentially damaging flow
                --> 1 - \(F_{Q_p}\)  with \(F_{Q_p}\)= the non-exceedance probability

Vulnerability = degree of damage in probability terms inflicted on a structure by a natural phenomenon of a given                                        magnitude

Risk = Hazard and Vulnerability and Potential Loss

L = time horizon for hazard/risk assessment

Flood estimation methods

Deterministic methods
based on:

- local analysis of empirical historical evidence

- concept of probable maximum precipitation (PMP)

Probabilistic methods
direct: --> statistical analysis at site

indirect:  -->  derived distribution techniques,  --> statistical regionalisation,  --> rainfall-runoff simulations

Flood estimation methods - space-time-scales

- direct at-site statistical methods --> length of data record

- statistical regionalisation --> broad range of scales

indirect R-R methods --> from small to very large scales depending on model complexity and rainfall input

Flood estimation - Probable Maximum Flood

PMF is a Deterministic method

 

Flood estimation - Envelope Curve

Deterministic Method

Flood estimation - Empirical Equations

Deterministic method

- based on a broad sample of large observed floods in a region (concept similar to that of the envelope curve)

- they typically provide the value of the "largest flood" without a frequency characterisation

\(Q_p\) is expressed typically as a function of basin area A

Flood estimation - Statistical regionalisation (Index Flood method)

Probabilistic Method used if you don't have data

Based on the concept that basins with similar characteristics have similar flood response, i.e. Homogeneous Region

2 procedures to compute the peak flow of an ungauged basin of area A for a return period R:

- Homogeneous region

- BFS analysis and computation of \(Q_{Px}(R^\ast)\)

 

Forms of Erosion

- splash erosion

- surface erosion

- rill erosion

- gully erosion

Erosion - Mobilization Mechanism

Surface erosion - influence of soil, climate and land cover

The more arid the climate --> the less vegetation coverage --> bare ground erodes faster

The more humid the climate --> increasing rainfall --> erosion happens faster

"Optimal" condition is limited vegetation coverage and a significant amount of rainfall

Erosion - topographic influence

Sediments - Types of Transport

Sediment Transport - Measurements

- Suspended loads

- Bed load (slot trap, basket sampler, pan/tray sampler)

Sediment Transport - Estimations

Required Data:

  • channel hydraulic geometry
    • river cross section
    • hydraulic radius
    • river bed slope
    • discharge
    • bed roughness
  • sediment characteristics
    • specific weight of particles
    • concentration of suspended material
    • granulometric curve and main diameters

--> semi-empirical formula: Meyer-Peter's Equation

U.S.L.E

Erosion - river profile

Evapotranspiration - Measurements and Estimates

Measured by:

  • lysimeter
  • percolation gauge (mass conservation)

Estimated by:

  • empirical equations
  • water budget equations
  • energy balance equations
  • mass transfer equations

Which al provide an estimate of PET!

Infiltration - Measurements and Estimates

measured by:

  • infiltrometers
  • lysimeters
  • experimental plot

estimated by:

  • soil water content measurement
  • physically/empirical/conceptual models

Measurement of soil water content

gravimetric sampling:

Extraction of soil carrot in the field --> lab analysis

tensiometer:

Capillary flows through a porous ceramic tip from tensiometer to soil
(which is proportional to the water content gradient)

neutron probe:

attenuation of flux (or velocity) of radioactive neutrons
--> collision with hydrogen nuclei contained in soil water molecules

TDR - Time Domain Reflectometry:

velocity of propagation of a high-frequency signal
--> computation of the dielectric constant of the soil, which is related to its water content