Hydrology
ETHZ / Bauingenieur Bsc. / 5.Semester / HS2020
ETHZ / Bauingenieur Bsc. / 5.Semester / HS2020
Fichier Détails
Cartes-fiches | 78 |
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Langue | English |
Catégorie | Histoire naturelle |
Niveau | Université |
Crée / Actualisé | 15.09.2020 / 10.11.2023 |
Lien de web |
https://card2brain.ch/box/20200915_hydrology
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R-R model
Rainfall-Runoff Model
Rainfall input --> R-R model --> flow output
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
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
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 - 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
Surface erosion - influence of soil, climate and land cover
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
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