Conference Agenda

Overview and details of the sessions of this conference. Please select a date or location to show only sessions at that day or location. Please select a single session for detailed view (with abstracts and downloads if available).

Please note that all times are shown in the time zone of the conference. The current conference time is: 1st Dec 2021, 12:55:55pm CET

 
 
Session Overview
Session
9.1 Groundwater Availability: Current Trends and Challenges in Groundwater Resources Exploration and Management
Time:
Wednesday, 22/Sept/2021:
4:15pm - 5:45pm

Session Chair: Nico Goldscheider, Karlsruher Institut für Technologie (KIT)
Session Chair: Traugott Scheytt, TU Bergakademie Freiberg

Session Abstract

Groundwater resources are critical for the freshwater supply of humanity, for drinking water purpose and agricultural irrigation. At the same time, many aquatic and terrestrial ecosystems are directly or indirectly dependent of groundwater. Climate change, population increase and the resulting changes in land use and water demand exert increasing pressure on these valuable but vulnerable groundwater resources, often resulting in declining water tables and spring discharge, saltwater intrusions in coastal aquifers, reduced environmental baseflow and, consequently, deterioration of ecosystems and water-use conflicts. This session addresses all aspects of groundwater availability, both at global scales and in relevant regional case studies, in different types of aquifers – unconsolidated aquifers, fractured rocks and karst aquifer systems, with a particular focus on the Alpine and Mediterranean regions. Contributions presenting new experimental, conceptual and modelling methods and tools to address different aspects of groundwater availability across all scales are also welcome.


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Presentations
4:15pm - 4:30pm

Single borehole dilution tests using a permeable injection bag and a novel point-injection probe for the hydraulic characterization of karst aquifers

Nikolai Fahrmeier, Nadine Goeppert, Nico Goldscheider

Karlsruher Institut für Technologie, Germany

Single borehole dilution tests are a method for characterizing groundwater monitoring wells or boreholes and can either be conducted as uniform injection throughout the entire saturated length or as point injection at one specific depth. By injecting a tracer into a borehole and measuring concentration profiles, flow horizons and possible vertical flow can be identified and quantified. Compared to conventional methods, such as flowmeters, SBDTs are cheaper and require less equipment, but allow important conclusions about wells and aquifers.

Uniform injections deliver information about the entire saturated length and can be conducted using different techniques. The most common one uses a hosepipe filled with tracer solution to obtain a uniform concentration over the entire water column. We present a simplified method using a permeable injection bag to achieve close-to-uniform tracer distribution in the well.

However, uniform injections are not ideally suitable for the investigation of vertical flow. For this purpose, point injections are more appropriate. We introduce a newly developed probe which can be filled with saline solution, lowered into the intended depth and then be opened by a falling weight. Numerous tests have been carried out in the laboratory and several groundwater monitoring wells, to evaluate the simplified method for uniform injections and the new probe for point injections. Results show that with the simplified method, significant and reproducible results can be obtained. The functionality of the new injection probe was also demonstrated. Both techniques represent useful tools for efficient hydraulic characterization of boreholes in karst and other aquifers.



4:30pm - 4:45pm

Passive Subsurface Characterisation (PSC): Using the groundwater response to Earth tides and atmospheric pressure

Gabriel C. Rau, Philipp Blum

Karlsruhe Institute of Technology, Institute of Applied Geosciences, Germany

Characterising subsurface hydraulic and geomechanical properties is a prerequisite for Earth resource management. Traditional approaches such as hydraulic testing are costly and require specific infrastructure as well as expertise which limits general testing capabilities. Passive Subsurface Characterisation (PSC) uses the groundwater response to natural forces, such as Earth tides and atmospheric pressure changes, to determine state of confinement and estimate hydro-geomechanical properties of the subsurface in-situ. This approach only requires standard measurements of groundwater hydraulic head and barometric pressure as well as theoretical Earth tides which can be calculated. This presentation gives an overview of the state of the science. Calculation of hydro-geomechanical subsurface properties from standard groundwater monitoring datasets can be done conveniently using the new python package HydroGeoSines (HGS). HGS contains key methods from the peer-reviewed literature and therefore allows anyone with python skills to apply PSC to their datasets. PSC offers cost-effective estimations and can be applied to existing datasets provided they meet minimum quality criteria. Further analysis applied to monitoring bores at different field sites around the world exemplifies that, apart from basic hydraulic properties (hydraulic conductivity, specific storage, barometric efficiency), the full poroelastic parameter space (porosity, shear, Young’s and bulk moduli, Skempton’s and Biot-Willis coefficients and undrained/drained Poisson’s ratios) can be determined. Since PSC is an underutilised tool, this presentation aims to raise awareness as well as for the need to update groundwater monitoring practice to maximise the benefits of PSC.



4:45pm - 5:00pm

Easy-to-use diagnostics of mean-term drought vulnerability

Gunnar Lischeid

ZALF and University of Potsdam, Germany

Facing a couple of dry and warm years which are consistent with climate change scenarios, there is now increasing need for advanced diagnostic tools for drought risk assessment at the scale of years or decades. Commonly models are used for that purpose. However, they often suffer from a lack of data at sufficient spatial resolution, resulting in substantial uncertainties when applied beyond the bounds of single case studies. On the other hand, recent experience showed that simple extrapolating of trends of observed behaviour would not be adequate due to substantial changes of boundary conditions.

A new method has been developed and tested at a regional scale (about 105 km2). It has been shown recently that most of the variance of groundwater head dynamics at that scale can be ascribed to differing degrees of damping of very similar input signals, that is, groundwater recharge dynamics, depending on the thickness and the texture of the overlying vadose zone. The degree of damping can easily be determined by a principal component analysis of a set of groundwater head time series. The stronger the damping the more pronounced is the memory. It could be shown that for wells with pronounced memory groundwater heads have been decreased for about 40 years in Northeast Germany. Thus the backbone of landscape hydrology has been exhibiting continuous weakening, resulting in increasing drought risk in the mid-term, although intermittent recovery at other sites seems to suggest the opposite.



5:00pm - 5:15pm

MANAGED AQUIFER RECHARGE (MAR) AR AS A TOOL TO MITIGATE AQUIFER OVEREXPLOITATION: INSIGHTS FROM LOS ARENALES AQUIFER (SPAIN).

Jose David Henao Casas1,2, Enrique Fernández Escalante1, Francisco Ayuga2

1Tragsa, Department of Integrated Water Resources Management, Madrid, Spain; 2Universidad Politécnica de Madrid (UPM), School of Agricultural, Food and Biosystems Engineering, Madrid, Spain

Irrigation agriculture in Los Arenales aquifer has resulted in staggering groundwater level declines in the last quarter of the XX century. The objective of this study is to assess the contribution of MAR to reverse such a problematic situation. To this end, we compare two neighbouring and analogous groundwater bodies within this aquifer, namely Los Arenales (LA) and Medina del Campo (MC). The primary difference between them is the presence of three large-scale MAR sites in LA. We employ the Mann-Kendall test and Theil-Sen estimator for slope analysis and an empirical approach to assess field significance. Additionally, we compute the average groundwater levels and explore agricultural and climatological information to complement the statistical analysis. The slope analysis reflects a dramatic drop in groundwater levels in LA and MC during 1985-2001 (~100% of trends are negative) with slope strengths in the order of -1.5 m/year. The subsequent analysis periods (2002-2011 and 2012-2020) show a substantial improvement of groundwater availability in LA (~75% of the trends are positive) and marginally in MC (~25% of the trends are positive). No field significance was detected in the area. The analysis of average groundwater levels against climatological and agricultural information depicts the socioeconomic similarities between both groundwater bodies and the pronounced recovery in LA (~10% higher than the lowest average level) when compared to MC (~4%). This study demonstrates that MAR very likely accounts for the difference in groundwater storage recovery between LA and MC and the suitability of this technique to counteract aquifer overexploitation.



5:15pm - 5:30pm

Simulations with numerical model PCSiWaPro® for the infiltration system of treated wastewater on Sardin village, Syria

Abdulnaser Aldarir, Peter-Wolfgang Graeber, Ian Desmond Gwiadowski, Rene Blankenburg

Technische Universität Dresden, Germany

The improvement of groundwater availability in arid areas by infiltration of treated wastewater will play an important role in the next few years. Small wastewater plant is a good alternative in places where central wastewater treatment is not available. Numerical models can be applied to examine the processes more closely and to examine a large number of scenarios analysing.

The study described deals with the numerical modeling of a hypothetical infiltration system at Sarden (Syria) which is supposed to infiltrate treated wastewater into the aquifer. The aim of this work was the evaluation of the infiltration of the treated wastewater and the combination of this with rainwater infiltration from small village, as well as to propose a practicable procedure a possible influence on the groundwater quality can be estimated and evaluated.

PCSiWaPro® (a software for seepage water simulation) was used to create and to simulate their influence on the saturation ratios in the unsaturated zone. In addition, scenarios with different boundary conditions were created and implemented in the model variants.

Results of the simulations carried out indicate that the treated wastewater can infiltrate according to the geofactors at the Sarden site. The distance between the groundwater level and the top of the groundlevel shows a great influence on the saturation conditions of the soil zone under consideration.

A decrease in the substance concentration over depth, according to the degradation parameters used, show the results of the simulation. The concentrations at the measuring points increase with the simulation time.



 
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