The shallow water table (SWT) emerged to be a challenge in urbanized areas that are expected to cause more environmental and geotechnical problems. It is essential to comprehend the origins, dynamics, and impacts of the SWT issue in cities. It is essential to explore practical solutions to mitigate this issue in urban areas where SWT conditions are emerging and have not yet been adequately considered. This thesis investigated the factors contributing to the increasing SWT problem at Sultan Qaboos University campus (SQU)_Oman and explored practical solutions to control SWT levels using field investigation, sand tank and large-scale experiments, and mathematical modeling. Efficient shallow water management in urban areas hinges on a thorough understanding of the subsurface hydraulic properties, potential sources of water, and its dynamics. Understanding the saturated hydraulic conductivity (Ksat) value is important in designing drainage systems to lower SWT levels. Accurate estimation of effective Ksat of a vadose zone with an underlying shallow perched aquifer is challenging, especially in heterogeneous media. Standard pumping tests and double-ring infiltrometers are unsuitable for the condition of the explored study area. Therefore, Bail-out tests were conducted in nine soil pits at SQU in Oman to determine the hydraulic properties of the vadose zone and the shallow perched aquifers. The analytical and numerical (HYDRUS2D) models were also used to estimate the Ksat values. A good match was found between the field experiment (Bail-out test), HYDRUS-2D, and analytical results for layered and homogeneous soil conditions, indicating that Bail-out test is a fast and reliable field method for estimating Ksat. The average Ksat of the study area was found between 2–3 cm/hr. During field investigation in the first part of this study, we found that the clogging of drains and subsurface domain can contribute to rise of SWT levels. For that, the second part of this work investigated the impact of clogged drains on SWT levels. Clogging problem in this thesis has been linked to clogged drain occurring in the embankment because the used analytical solution in this study was developed for embankment condition. The results illustrated that seepage-induced suffusion and translocation of fine soil fractions from the upstream to the downstream portion of the embankment cause toe (blanket) drains in levees to become clogged. These particles settle as a cake on top of the drain, which is typically Terzhagi's graded gravel. Furthermore, "internal colmation" occurs as a result of the fine particles being moved into the coarse filter materials by the high hydraulic gradients near the drain. This thesis examined 2-D seepage to a clogged drain using numerical modeling (HYDRUS-2D) and experimental (sand tank) methods. We demonstrated using sand tank experiments, how an unclogged and a clogged toe drain, differ in terms of the seepage flow rate and the location (height) of a phreatic surface. The results present in this thesis found clogging raises the phreatic surface significantly by 41% for a given levee’s size while lowering the seepage flow rate by 66.7%. Also, we vii found the clogged drain can cause the phreatic surface to extend farther downstream along the embankment compared to an unclogged drain. The HYDRUS-2D results showed similar results to the sand tank experiment. After developing a good understanding of the SWT site, the thesis explored the impact and effectiveness of various potential techniques for managing the SWT level. It is crucial to investigate potential solutions that could significantly lessen the detrimental effects of SWT on urban areas. First, as we found in urban areas (such as Muscat, Oman), SWT can be lowered by managed aquifer discharge through trenches. The drawdown of the water level in two trenches or a single trench is investigated experimentally (using sand tank experiments) and numerically using HYDRUS-2D. To evaluate the stability of trench slopes against seepage-induced erosion, it is important to evaluate the transient flow fields of pore pressure and hydraulic gradients. Analysis of the sand tank experiments results showed that the water level drops in trenches’ was rapid but not instantaneous. Our mathematical models reveal that immediately after a sudden water level drop, the seepage gradients towards the trenches become critically steep, a finding that is both novel and of concern for drainage engineers. We determined that a significant amount of time is required for a stable seepage regime to develop following an abrupt decrease in water levels within the trenches. In addition, the technique of using a horizontal draining pipe is important to control SWT levels. For that, the sand tank’s orifice is represented as a Zhukovsky “slot drain” was used to understand how the flow rate through the horizontal draining pipe is affected by pipe properties (such as pipe length and elevation). Our sand tank experiments showed that the flow rate of water drained directly from the saturated tank via an outlet valve was 63% higher than the flow rate through a connected long plastic pipe into the valve. Additionally, the flow rate from a pipe elevated 100 cm above the ground surface was 39% lower than the flow rate through a pipe at ground level. Reducing the pipe length by half resulted in a 50% increase in the water flow rate. According to HYDRUS-2D simulations, the flow rate of such a drain is nearly identical to that of a sand tank. This thesis also examined how bioengineering methods operate to reduce SWT levels within the using of hydropedological method, which includes the structure and texture of the soil in the vadose zone, which is where the majority of pore water fluxes occur. Physical models (sand tank experiments) and field-large scale experiments were performed. Nine sand tanks in all, divided into three separate groups, were used to study the dynamics of the SWT via various mechanisms: (1) evapotranspiration drawdown caused by soil water uptake by vegetation roots (e.g., Reeds); (2) direct evaporation from bare homogeneous topsoil; and (3) evaporative “soil siphoning” in tanks constructed as “smart composites” featuring a vertical “moisture chimney” with a fine texture soil. Over six months (March–September 2023), the dynamics of SWT were observed in sand tanks. The internal dimensions of each tank are 100 cm long, 70 cm high, and 15 cm wide. Two horizontal soil layers—sand and clay—were packed into each tank to mimic a perched aquifer, a common model of which was investigated in the study area (Muscat, Sultanate of Oman). Silt loam soil was put into a tiny trench for the siphoning experiment. This trench or siphon method increased capillarity and thus accelerated evaporation that led to a decrease in the SWT level. Analysis of the data revealed that, in comparison to the viii control tanks, the water table drawdown in the tanks containing plants (Reeds) varied from 187.5% to 237.3% (winter to summer seasons). Additionally, as compared to the control tanks, the SWT in the tanks equipped with "soil siphons" was decreased by 36.8%-51.2%. Also, a larger-scale Reed experiment was carried out in the field utilizing Concrete Agricultural Basins of 1000 cm in length, 200 cm in width, and 60 cm in depth. The threemonths experiment, which ran from June to September 2023, sought to understand how Reeds affects and controls the SWT levels in larger-scale 3D pore water dynamics (flows in the sand tanks were 2D). Generally, the large-scale experiments showed that, compared to evaporation from unvegetated soil during the first, second, and third months of running the experiment, respectively, the evapotranspiration rate from Reed’s experiment lowered the water level by 16.7%, 66.7%, and 120% over the three months of the experiment. This study demonstrates the important impact of hydropedology of the soil, seasonal fluctuations of the weather, and bioengineering using phreatophytic Reeds on controlling the SWT levels. Also, we investigated how strata, designed soil siphons, and fine-textured soil lenses (layers) affect the control of the water level. Although the presence of Reeds is a major factor in determining water levels, seasonal variations—which are typically described by ETo-ETc—also play a part, with summer and winter variations being particularly noticeable. The investigated drainage techniques are environmentally friendly and sustainable: no electricity or fuel is used for the reduction of waterlogging because only soil capillarity and solar energy maintain the processes of evaporation and transpiration; the Reeds’ biomass, accumulated during the ecoengineering process, additionally intercepts and sequesters CO2. Additionally, calibrated MODFLOW and HYDRUS-2D models were used to simulate the impacts of several parameters on the dynamics of the SWT and evapotranspiration processes. Through simulations, the impacts of layered heterogeneous aquifer, evapotranspiration rates, salinity concentrations of groundwater, and siphon thicknesses are investigated and compared with experimental results (the siphon sand tanks, Reed sand tanks, and field-large scale experiments). The numerical results showed, compared to an aquifer that was homogenous, the heterogeneity condition of the aquifer was found to have a noteworthy effect, coming about in a 20.6% diminishment in evapotranspiration rates in 24 hrs. This led to a decrease in the rate of SWT drop via evapotranspiration. Also, after 48 hrs., the heterogeneous condition showed a 22.5% decrease in evapotranspiration rate and higher SWT level compared to the homogenous condition. This phenomenon highlights the ways in which aquifer heterogeneity influences the availability of water for evapotranspiration, whereby regions with high hydraulic conductivity promote more effective water capillary rise to the root zone. Lower conductivity ranges, on the other hand, obstruct the upward water movement essential for evapotranspiration and may cause a rise of the water table level. Furthermore, diverse evapotranspiration rates had striking impacts: after 24 hrs, a 50% rise in evapotranspiration rate caused a 5.9% decreased more in the SWT level, and after 48 hrs caused a further decrease in SWT level by 7.1%. On the other hand, decreasing evapotranspiration rate by 50% caused to increased SWT level more by 17.6% and 16.4% after 24 hrs and 48 hrs, respectively. It's interesting to note that rising SWT levels with increased water salinity levels showed a negative impact on the effectiveness of evapotranspiration in reducing SWT levels. The presence of impermeable layers such as roads and buildings foundations, also prevented evaporation from the soil, ix which reduced the ability of siphon systems to lower SWT levels. However, variations in siphon thickness produced different results, with layers of medium thickness being more successful in promoting evaporation and boosting siphon efficacy. All simulations in this thesis clarify the complex dynamics influencing the behavior of the SWT, which is needed for water resource management in urban areas. Based on our findings, we propose additional research into the combination of drawdown trenches, horizontal pipes, vegetations and siphon inside city drainage systems. Also, we recommend further studies to better recognize the complex interactions among ET, aquifer heterogeneity, water salinity, impermeable layers, and siphon thickness. Utilizing more advanced numerical simulation techniques can enhance the precision of SWT predictions and guide informed choice-making in groundwater control (e.g., optimization modeling, AI, among others).