ABSTRACT
Sedimentation and erosion are among the most significant issues that pose serious challenges in coastal areas. The consequences of these phenomena include reduced lifespan of ports, continuous dredging, and high costs. When ports experience sedimentation, engineering solutions are required. Predicting the rate and pattern of sediment deposition in the access channel and the basin of ports enables better cost management. The objective of this study is to numerically model the hydrodynamic and morphological effects using the open-source numerical model TELEMAC in the Strait of Khuran and Shahid Rajaei Port, located in the Persian Gulf. For this purpose, water surface elevations at open boundaries were provided to the model, obtained from a calibrated MIKE21 model. The hydrodynamic model was executed, and the output included velocity and water surface elevation. Additionally, the sediment transport model GAIA was coupled with the hydrodynamic model and executed. The sediment model output includes bed level changes and suspended sediment concentrations. Finally, the simulated model was validated using measurement data, confirming that the dominant flow is tidal, parallel to the coast, and reaches a maximum velocity of 2 meters per second. The water surface elevation modeled by TELEMAC indicates that localized maximum water levels reach up to 4 meters. Wind speeds rarely reach 5 meters per second in the Khuran channel, and therefore, their influence on the currents is minimal. The results from the sediment model demonstrate that the intensity of sediment deposition in the port area and the access channel is higher in the central and eastern parts of the Strait of Khuran, as well as in the western area of Shahid Rajaei Port.
INTRODUCTION
Sedimentation in ports due to longshore transport current is estimated using state of the art hydrodynamic models; e.g. in Rotterdam port in the Netherlands (Sjoerd de Groot, 2018), Hamburg port in Germany (Kuijper et al., 2005) and Shanghai port in China (Song and Wang, 2013). Such a numerical system includes simulation of longshore currents, waves, sediment transport, and changes in morphology (Cialone, 1991).
TELEMAC-MASCARET is one of the open source models that can be used for such applications and this model has been used in this study using GAIA sediment module which can be used to assess the sediment dynamics in case of cohesive materials (Giardino et al., 2009; Santoro et al., 2017), none cohesive bed materials (Luo et al., 2013) or their combinations (Van, 2012). The model was used for sedimentation around Shahid Rajaee Port which is one of the most important ports in Iran.
MATERIALS AND METHODS
Khuran Channel is located between Qeshm Island and the mainland of Iran. The main driving force for current and sedimentation is the tide in this area. The TELEMAC-2D was employed to determine the hydrodynamics and the GAIA module was used for estimation of sedimentation and erosion. The boundary conditions were determined from a global MIKE21 model in terms of the time series of water elevation. The mesh file includes 21640 nodes and 42116 elements. The simulation period was from 22/10/2009 to 18/01/2010 with 4 sec time step. Wind data from the ECMWF ERA5 dataset were prepared and meteo. f and idwm_t2d.f files were modified accordingly to include wind effects in the model. The bed friction was included using Strickler’s coefficient.
RESULTS
The current velocity showed a high current speed (as high as ~2 m/s) in the Khuran Channel which is in agreement with previous studies (Khosravi et al., 2018, Mahmoudov et al., 2011). The time series of water level and current speed were in good agreement with in situ measurements at Rahaee and Dargahan stations when Strickler’s number of 50 was used in the model. Twelve configurations were considered for the sediment module by changing the critical shear stresses for deposition and erosion, mud concentration, the initial thickness of the mud, fall velocity for mud flocs, and sediment density. Scenario number 6 with shear stresses of 0.15 and 0.3 Pa for critical shear stresses, 60 g/l of mud concentration with an initial thickness of 3.5 cm with a density of 1650 provided the best agreement with bed level change obtained from periodic dredging operation.
DISCUSSION AND CONCLUSION
The water level lagged velocity peak by 2-3 hours at Pohl and Rahaee stations which shows the tidal signal has progressive waves nature. Sedimentation of ~9 cm/year was determined for the Shahid Rajaee port. The western part of the basin has more sedimentation than its eastern part.
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