en:lectures:swrm:start
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en:lectures:swrm:start [2018/10/20 18:47] – ckuells | en:lectures:swrm:start [2024/05/29 22:09] (aktuell) – ckuells | ||
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++++ Additional material, web-links, data for the lecture Sustainable Water Resources Management | | ++++ Additional material, web-links, data for the lecture Sustainable Water Resources Management | | ||
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===== E-Books and Learning Material ===== | ===== E-Books and Learning Material ===== | ||
- | * [[http:// | + | * [[http:// |
* {{ : | * {{ : | ||
* {{ : | * {{ : | ||
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==== 1. Basins and Water Balance of Basins ==== | ==== 1. Basins and Water Balance of Basins ==== | ||
- | {{ : | ||
* {{ : | * {{ : | ||
* {{ : | * {{ : | ||
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=== 2.1 Precipitation: | === 2.1 Precipitation: | ||
- | {{ : | + | {{ : |
== Exercise & Homework == | == Exercise & Homework == | ||
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- Please read the paper of Liu et al. 2017 and the short introduction to Quantum GIS interpolation methods and answer the following questions: What is the most robust and what is the most accurate method, given that hydrological data often have errors and are highly variable? | - Please read the paper of Liu et al. 2017 and the short introduction to Quantum GIS interpolation methods and answer the following questions: What is the most robust and what is the most accurate method, given that hydrological data often have errors and are highly variable? | ||
* {{ : | * {{ : | ||
- | * [[http:// | + | * [[https:// |
- Use the inverse distance calculator and calculate rainfall at the point (x,y). Material: {{ : | - Use the inverse distance calculator and calculate rainfall at the point (x,y). Material: {{ : | ||
=== 2.2 Precipitation: | === 2.2 Precipitation: | ||
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- | Slides of third lecture on {{ : | ||
++++ Additional material, web-links, data for the lecture on precipitation extremes | | ++++ Additional material, web-links, data for the lecture on precipitation extremes | | ||
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**Tab.** //Table of rainfall data// | **Tab.** //Table of rainfall data// | ||
<csv file=en: | <csv file=en: | ||
+ | |||
+ | Link to the intermediate result of rainfall extreme value analysis: {{ : | ||
+ | |||
+ | Link to the final result with the Excel calculator to obtain IDF curves using the Sherman equation for short, longer duration and with the full Sherman idf function with 3 parameters: {{ : | ||
++++ | ++++ | ||
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=== Potential evaporation, | === Potential evaporation, | ||
- | Often evaporation is - for long time periods - the largest component of the water cycle and it deserves a closer look for this reason. The {{ : | + | Often evaporation is - for long time periods - the largest component of the water cycle and it deserves a closer look for this reason. |
- | + | ||
- | You can test how a commonly used evaporation formula works with an [[https:// | + | |
- | FAO offers excellent [[http:// | + | FAO offers excellent [[http:// |
== Assignments == | == Assignments == | ||
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- [[https:// | - [[https:// | ||
- [[http:// | - [[http:// | ||
+ | - [[https:// | ||
++++ | ++++ | ||
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=== From Horton overland flow to modern soil physics | === From Horton overland flow to modern soil physics | ||
- | |||
- | {{ : | ||
== Assignments == | == Assignments == | ||
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==== 5. Soil Water Movement ==== | ==== 5. Soil Water Movement ==== | ||
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- | {{ : | ||
=== Pedotransfer Functions === | === Pedotransfer Functions === | ||
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Groundwater is the water that fills voids between sediments or fractures in hard-rock completley and that is moved by gravity only. When water percolating from the unsaturated zone reaches the upper boundary of the ground water, the water level, groundwater is recharged. The process of groundwater recharge is very important for the assessment of sustainable water abstraction volumnes. | Groundwater is the water that fills voids between sediments or fractures in hard-rock completley and that is moved by gravity only. When water percolating from the unsaturated zone reaches the upper boundary of the ground water, the water level, groundwater is recharged. The process of groundwater recharge is very important for the assessment of sustainable water abstraction volumnes. | ||
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- | The {{ : | ||
== Material == | == Material == | ||
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=== Measurement === | === Measurement === | ||
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- | The measurement of discharge in open channels, at weirs and with additional hydrometric methods (velocity measurements, | ||
Runoff generation, runoff concentration, | Runoff generation, runoff concentration, | ||
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Prediction and modeling are based on the understanding of how runoff and discharge change in time and in space or both and in the application of underlying statistical, | Prediction and modeling are based on the understanding of how runoff and discharge change in time and in space or both and in the application of underlying statistical, | ||
- | |||
- | {{ : | ||
=== Engineering === | === Engineering === | ||
- | Hydrological engineering is the development and implementation, | + | Hydrological engineering is the development and implementation, |
* flood retention, control and management | * flood retention, control and management | ||
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{{ : | {{ : | ||
- | === Template === | ||
- | |||
- | You can use the {{ : | ||
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