managing the surplus runoff in areas with different

1
Study area of Wadi Araba and the observed lakes after flood event 3 H in all sampled locations in Wadi Bili is <0.5 TU. 3 H in Floodwater was measured with 3.5 TU. 3 H was detected only two springs in Wadi Araba with 1-1.5 TU and consequently around 40% of modern water. Age estimation with 14 C in the largest spring of Wadi Araba indicate 15000 years. Availability of surface resource Extreme rainfalls exceed sometimes 100 mm/d usually occur on small spatial scales. They produce flash floods affect highly developed cities as well as areas with poor infrastructure all around the world. Due to climate change and the ongoing urbanization, the occurrence and intensity of flash floods as well as their damage potential is likely to increase in future. Groundwater as a main resource in areas far from the Nile Brackish groundwater, high salinities with TDS of 53-66 g/l in areas with intruded seawater exceeding this of the Red Sea. Low salinities in the area of Wadi Araba with TDS of 1.4-2.6 g/l. Motivation Aims and methods Investigation of groundwater quality, recharge conditions and possible infiltration from floodwater (potential of MAR). Tracking the flood ponds on the sattelite images and investigating the possibility of expanding such structures into other urban areas. Methods: Sampling groundwater discharge points on chemistry, stable and radioisotopes (main ions, 3 H, 14 C). Satellite image processing and hydrological modelling. Two case studies in Eastern Desert of Egypt: Wadi Araba (north of the Eastern Desert) Wadi Bili (in the central area of the Eastern Desert) Manal Wannous 1 , Uwe Troeger 1 , Franziska Tügel 2 , Barbara Theilen-Willige 1 1 Technische Universität Berlin, Central Institute ElGouna, Water Engineering Department, 2 Technische Universität Berlin, Chair of Water Resources Management and Modeling of HydrosystemsInstitute of Civil Engineering-Faculty VI Managing the surplus runoff in areas with different groundwater ages under climate change weather conditions Eastern Desert of Egypt Source: Hadidi (2016) Source: private Source: private Flash flood events on in El Gouna, Egypt; left: measurements in Wadi Bili, March 2014; middle: flooding areas March 2014; right: road damages October 2016 Source: Google Earth Source: Google Earth Source: Theilen- Willige (2020) Source: Theilen- Willige (2020) Source: Theilen- Willige (2020) Flash flood event on 29 February 2020 in Wadi Araba, Egypt; Water ponds excavated randomly to build the highway Study area in Wadi Araba: a) location of Wadi Araba catchment in Egypt, b) detail of Wadi Araba, c) Landsat 8-Scene from temporal Lakes (28.02.2020). The lakes could be observed for one month after the rain event. a) b) c) Source: Hadidi (2016) Source: private Source: Tügel (2016) 18O-2H diagram for precipitation, seawater and groundwater in the catchment area of Wadi Araba (in the North of Eastern Desert) and Wadi Bili in the central part. Set-up of the hydrological model of the Wadi Bili catchment in STORM Calibration of the model by using the hydrograph of 9 March 2014 observed by Hadidi (2016). Simulating different scenarios of extreme rainfalls and retention basins. Tügel F., Abdelrahman A.A.A., Özgen-Xian I., Hadidi A. & Hinkelmann R. (2020): Rainfall-Runoff Modeling to Investigate Flash Floods and Mitigation Measures in the Wadi Bili Catchment, Egypt. In: Gourbesville P., Caignaert G. (eds) Advances in Hydroinformatics. Springer Water. Springer, Singapore. https ://doi.org/10.1007/978-981-15-5436-0_44 Results Wadi Bili Study area of first case study: a) location of Wadi Bili catchment in Egypt, b) elevations (SRTM), subcatchments and stream orders in the catchment (visualized with QGIS), c) location of discharge measurements in 2014 and the city of El Gouna (©2018 ORION-ME, ©2018 Google) and d) Representative Elementary Areas in the Wadi Bili catchment (SC= subcatchment, CON= consolidated bare area, UNCON= unconsolidated bare area, VEGET = sparse vegetation, CS=coarse sand, MCL=medium clay loam, ML=medium loam; visualized with QGIS). Results at outlet of Wadi Bili simulated with STORM; left: simulated and measured hydrograph of the event on 9 March 2014; right: simulated hydrographs for different rainfall events with and without retention basins. Wadi Bili Source: Google Earth a) b) d) c ) Proposed flood retention basins (FRB) inside the Wadi Bili catchment, in the STORM model. Results Wadi Araba Central area, Hurghada Region Wadi Araba Region Colder conditions Warmer conditions Mixing with Nubian Sandstone Locations of wells and springs in the central area of the Eastern Desert Proposed retention basins could large parts of flood water for events with 34 mm and 45 mm of accumulated rainfall. For exceptional event of 90 mm, only the first smaller flood wave could be captured by the basins, while the large flood wave could not be reduced. Publications Flood retention basin Subcatchment Stream object Overland/stream flow Basin overflow Hydrograph at outlet uptake of NaCl (+Br), F

Upload: others

Post on 12-Jun-2022

4 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: Managing the surplus runoff in areas with different

▪ Study area of Wadi Araba and the observed lakes after flood event

▪3H in all sampled locations in Wadi Bili is <0.5 TU.

▪3H in Floodwater was measured with 3.5 TU.

▪3H was detected only two springs in Wadi Araba with 1-1.5 TUand consequently around 40% of modern water.

▪ Age estimation with 14C in the largest spring of Wadi Arabaindicate 15000 years.

Availability of surface resource▪ Extreme rainfalls exceed sometimes 100 mm/d usually

occur on small spatial scales.▪ They produce flash floods affect highly developed cities as

well as areas with poor infrastructure all around the world.▪ Due to climate change and the ongoing urbanization, the

occurrence and intensity of flash floods as well as theirdamage potential is likely to increase in future.

Groundwater as a main resource in areas far from the Nile▪ Brackish groundwater, high salinities with TDS of 53-66 g/l

in areas with intruded seawater exceeding this of the RedSea.

▪ Low salinities in the area of Wadi Araba with TDS of 1.4-2.6g/l.

Motivation

Aims and methods

▪ Investigation of groundwater quality, recharge conditionsand possible infiltration from floodwater (potential ofMAR).

▪ Tracking the flood ponds on the sattelite images andinvestigating the possibility of expanding such structuresinto other urban areas.

Methods:▪ Sampling groundwater discharge points on chemistry,

stable and radioisotopes (main ions, 3H, 14C). ▪ Satellite image processing and hydrological modelling.Two case studies in Eastern Desert of Egypt:▪ Wadi Araba (north of the Eastern Desert)▪ Wadi Bili (in the central area of the Eastern Desert)

Manal Wannous1, Uwe Troeger1, Franziska Tügel2, Barbara Theilen-Willige1

1 Technische Universität Berlin, Central Institute ElGouna, Water Engineering Department, 2 Technische Universität Berlin, Chair of Water Resources Management and Modeling of HydrosystemsInstitute of Civil Engineering-Faculty VI

Managing the surplus runoff in areas with different groundwater ages under climate change weather conditions

Eastern Desert of Egypt

Source: Hadidi (2016) Source: private

Source: private

Flash flood events onin El Gouna, Egypt;left: measurements inWadi Bili, March2014; middle:flooding areas March2014; right: roaddamages October2016

Source: Google Earth

Source: Google Earth

Source: Theilen-Willige (2020)

Source: Theilen-Willige (2020)

Source: Theilen-Willige (2020)

Flash flood event on29 February 2020 inWadi Araba, Egypt;Water pondsexcavated randomlyto build the highway

Study area in Wadi Araba: a) location of Wadi Araba catchment in Egypt, b) detail of Wadi Araba, c) Landsat 8-Scene from temporal Lakes (28.02.2020). The lakes could be observed for one month after the rain event.

a) b) c)

Source: Hadidi (2016) Source: private Source: Tügel (2016)

18O-2H diagram for precipitation, seawater and groundwater in the catchment area of Wadi Araba (in the North of Eastern Desert) and Wadi Bili in the central part.

▪ Set-up of the hydrological model of the Wadi Bili catchment in STORM

▪ Calibration of the model by using the hydrograph of 9 March 2014observed by Hadidi (2016).

▪ Simulating different scenarios of extreme rainfalls and retention basins.

▪ Tügel F., Abdelrahman A.A.A., Özgen-Xian I., Hadidi A. &Hinkelmann R. (2020): Rainfall-Runoff Modeling to InvestigateFlash Floods and Mitigation Measures in the Wadi Bili Catchment,Egypt. In: Gourbesville P., Caignaert G. (eds) Advances inHydroinformatics. Springer Water. Springer, Singapore.https://doi.org/10.1007/978-981-15-5436-0_44

Results Wadi Bili

Study area of first case study: a) location of Wadi Bili catchment in Egypt, b) elevations (SRTM), subcatchments and stream orders in thecatchment (visualized with QGIS), c) location of discharge measurements in 2014 and the city of El Gouna (©2018 ORION-ME, ©2018Google) and d) Representative Elementary Areas in the Wadi Bili catchment (SC= subcatchment, CON= consolidated bare area, UNCON=unconsolidated bare area, VEGET = sparse vegetation, CS=coarse sand, MCL=medium clay loam, ML=medium loam; visualized with QGIS).

Results at outlet of Wadi Bili simulated with STORM; left: simulated and measured hydrograph of the event on 9 March 2014; right: simulatedhydrographs for different rainfall events with and without retention basins.

Wadi Bili

Source: Google Earth

a) b)

d)

c)

Proposed flood retention basins (FRB) inside theWadi Bili catchment, in the STORM model.

Results Wadi Araba

Central area, Hurghada Region

Wadi Araba Region

Colder conditions

Warmer conditions

Mixing with Nubian Sandstone

Locations of wells and springs in the central area of the Eastern Desert

▪ Proposed retention basins could largeparts of flood water for events with 34mm and 45 mm of accumulated rainfall.

▪ For exceptional event of 90 mm, only thefirst smaller flood wave could becaptured by the basins, while the largeflood wave could not be reduced.

Publications

Flood retention basin

Subcatchment

Stream object

Overland/stream flow

Basin overflow

Hydrograph at outlet

uptake of NaCl (+Br), F