7.1.6. Runoff from Precipitation
In the lecture I have this slides bridging the previous content and this content:
Would be great to have something like this incorporated as well (but after Q4)
7.1.6. Runoff from Precipitation
In the lecture I have this slides bridging the previous content and this content:
Would be great to have something like this incorporated as well (but after Q4)
Fig. 7.2
The soil moisture to evaporation arrow in fact includes transpiration and soil evaporation.
Similarly interception evaporation and open water evaporation from the depression is not highlighted as process. We should think about including this (in correspondance to previous chapter). @Pierre, let's discuss before making changes.
4
Four
Infiltration
Infilitration I (In case we are looking at short timescales infiltation is a loss, yet for longer timescales infiltration is only a loss if evaporated by transpiration or soil evaporation, but it is not a loss in case it recharges the groundwater and contributes to baseflow)
If there is a quick response groundwater component, infiltration replenishes soil moisture and raises the groundwater level.
delete sentence, I think this only leads to confusion
runoff from precipitation
effective preciitation
see Section XXX
@Pierre, please check groundwater chapter
see Section XXX
@Pierre, can you check the groundwater chapter?
Fig. 3.5 Discharge patterns of the Rhine and Meuse rivers.
Onderliggende gegevens? Python code voor de plot? Misschien wel aardig om ook het 10e en 90e percentiel te geven
Seepage
moet zijn leakage (ik dacht dat we dit allang aangepast hadden)
7.2.4.4. Minimum discharges# When analyzing minimum discharges, a log-Gumbel distribution is used instead of a Gumbel distribution. The precise properties of this distribution are not discussed here.
This only adds confusion, may be entirely delelted.
Rank (Used in Section 7.2.3.3) Rang
The descending order, NL: aflopende volgorde
Is important to note
Z-R coefficient
coëfficiënt
Exercise 7.9
this can go to 'Measuring'
applies
for the numerical solution
(7.20
swop formula of R and A.
After formula of R, the following text: For an idealized cross section, it holds that:
A = ... and P = ...
Moreover, I would like to see Figures 8.9 and 8.11 from the old lecture notes 2022-2023 back that illustrate the cross-section.
a) What is the return period corresponding to an exceedance probability of 99%? b) Determine the annual maxima and rank them from highest to lowest.
the answers to exercise 7.4a and b should also be done with Python code
This method is therefore only applicable to small catchments where the travel times of surface runoff are short.
remove
7.3.4. Uniform Flow in Channels and Natural Watercourses
Move this to after 7.2.2 instead
Fig. 1.1 Fieldwork at the river Alzette, Luxemburg.
It feels a bit contextless to have this figure. Maybe better to remove this figure to 1.1 and not have figure here at all
Aerial Photo of Mountain Under Cloudy Sky ()
replace with:
Hydrology is the study of the water cycle in diverse landscapes. Engineer hydrology deals with the quantification and management of water resources and civil engineering infrastructure such as dams and reservoirs (Photo by REFERENCE).
This textbook was reviewed by dr. Ruud van der Ent and other members of the hydrology department staff at TU Delft.
Chief editors 2024: - Remko Uijlenhoet - Ruud van der Ent
Contributing teaching staff 2024: - Martin Bloemendaal - Miriam Coenders - Arjan Droste - Olivier Hoes - Job van der Werf
Head of support team 2024: - Marissa Zegel
Teaching assistants 2024: - Ahmed Farahat - Adinda Jongkind - Pierre Karamountzos
Teaching assistants 2023: - Marchien Boonstra - Thirza Feenstra - Ole Neijenhuis - Willem Wolswijk
With acknowledged contributions from: - Thom Bogaard - Willem Luxemburg - Martine Rutten - Hubert Savenije
Thanks to: - The Teachbooks Team
resources.
I think this would be a nice figure for the first page instead: https://www.pexels.com/photo/aerial-photo-of-mountain-under-cloudy-sky-2922655/ . Under free license, but please include a reference.
test
Source: KNMI.
jaartal zou mooi zijn
Regenhoeveelheid [L/T] [mm/h]
rainfall depth suggest a Length
Fig. 6.1 Installation of groundwater well.
bron?
ADCP
performing discharge
Runoff coefficient to reflect the ratio of rainfall to surface runoff
actually this should be ratio of surface runoff to rainfall (so the other way around). Also adjust in the text.
.
remove period
Seepage
Leakage (seepage would be from the saturated zone to open water in polder areas)
Luxemburg
Luxembourg
Luxemburg
Luxembourg