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Research Detail

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Krishna Halder, Saifullah*
Department of Physics, Khulna University of Engineering & Technology, Khulna, Bangladesh

M. M. Alam
Department of Physics, Khulna University of Engineering & Technology, Khulna, Bangladesh

The present study attempts to simulate the rainfall of monsoon season over Bangladesh using Weather Research and Forecasting (WRF) model during June-September 2014. Initial boundary conditions, Final Analysis (FNL) data (1°×1o ) were used from National Center for Environmental Prediction (NCEP) to simulate the monsoon rainfall. The WRF model run for everyday 0000 UTC initial conditions for 24, 48 and 72 hours for the prediction of daily rainfall of the monsoon season of 2014. In this research WSM6-class, graupel and Kain-Fritsch (KF) schemes have been used for simulating the daily rainfall monsoon season. The simulated rainfall was compared with Bangladesh Meteorological Department (BMD) observed and Tropical Rainfall Measuring Mission (TRMM) retrieved rainfall. The BMD observed and 24, 48, and 72 hours simulated rainfalls are also used for calculating Root Mean Square Error (RMSE), Mean Absolute Error (MAE) and Correlation Coefficient (CC) of rainfall. During the study period, the model simulated, observed and TRMM retrieved rainfall is found minimum in the west, north-northwest (NNW) and southwest (SW) regions and maximum in south-southeast (SSE) and northeastern (NE) regions of the country. The pattern of TRMM and observed rainfall are almost similar but the value of TRMM is much lower than that of observed rainfall. With the increase of simulated time, the simulated rainfall will also be increased. The RMSE of rainfall for 24- and 48-hours prediction is within 15- 30 and 20-35 mm respectively and the MAE of rainfall is within 10-20 and 15-25 mm respectively all over Bangladesh except hilly regions. The RMSE and MAE are found minimum where the precipitation is minimum. Overall, the maximum CC is observed in the month of June 2014 for 24-hour simulation, then CC decreased from June to September and also decreased with the increase of simulated time. The WRF model is suitable for the simulation of rainfall for up to 48 hours.

  WRF model, Monsoon season, RMSE, Mean Absolute Error, Correlation Coefficient
  In Bangladesh
  00-06-2014
  00-09-2014
  Knowledge Management
  Modeling, Rainfall

The present study makes an effort for the simulation of monsoon rainfall throughout Bangladesh using the Weather Research and Forecasting (WRF-ARW V3.5.1) model during monsoon (June-September) 2014. The foremost objective of the study is to examine whether the high-resolution WRF model is proficient for simulating the rainfall event during the monsoon period of 2014. An attempt has been made for finding the Root Mean Square Error (RMSE), Mean Absolute Error (MAE) of rainfall and the Correlation Coefficient (CC) between observed and simulated rainfall. TRMM retrieved rainfall is much lower than that of the observed rainfall all over Bangladesh, that’s why TRMM data can’t take into account for finding RMSE, MAE, and CC.

2. MODEL SETUP In this present study, the WRF model has been used for simulating the monsoon precipitation throughout Bangladesh during June-September 2014. The terrain-following hydrostatic pressure is the vertical coordinate and the Arakawa C-grid staggering is the horizontal grid of the model. There are various microphysics and cumulus parameterization (CP) options in WRF model but in this research WSM6-class (Hong and Lim, 2006) graupel and Kain-Fritsch (KF) (Kain and Fritsch, 1990, 1993; Kain, 2004) schemes have been used for simulating the monsoon rainfall. The MoninObukhov similarity theory (Hong and Pan, 1996) for the surface layer and Yonsei University (YSU) scheme (Hong et al., 2006) for planetary boundary layer (PBL) has been used. For short wave radiation (SWR), the Dudhia (1989) scheme and for longwave radiation (LWR) the Rapid Radiative Transfer Model (RRTM) (Mlawer et al., 1997) have been used in the WRF model to simulate the monsoon rainfall. The model has been configured in a single domain of 6 km horizontal grid distance and the number of a grid points in the east-west and north-south directions are 161 and 183, respectively and the vertical levels are 30. The computational stability of the model was maintained by using 3rd order Runge-Kutta time integration scheme and by setting the time step of integration of 36 seconds.

2. MODEL SETUP In this present study, the WRF model has been used for simulating the monsoon precipitation throughout Bangladesh during June-September 2014. The terrain-following hydrostatic pressure is the vertical coordinate and the Arakawa C-grid staggering is the horizontal grid of the model. There are various microphysics and cumulus parameterization (CP) options in the WRF model but in this research WSM6-class (Hong and Lim, 2006) graupel and Kain-Fritsch (KF) (Kain and Fritsch, 1990, 1993; Kain, 2004) schemes have been used for simulating the monsoon rainfall. The MoninObukhov similarity theory (Hong and Pan, 1996) for the surface layer and Yonsei University (YSU) scheme (Hong et al., 2006) for planetary boundary layer (PBL) has been used. For short wave radiation (SWR), the Dudhia (1989) scheme and for longwave radiation (LWR) the Rapid Radiative Transfer Model (RRTM) (Mlawer et al., 1997) have been used in the WRF model to simulate the monsoon rainfall. The model has been configured in a single domain of 6 km horizontal grid distance and the number of grid points in the east-west and north-south directions are 161 and 183, respectively and the vertical levels are 30. The computational stability of the model was maintained by using 3rd order Runge-Kutta time integration scheme and by setting the time step of integration of 36 seconds.

The performances of CP scheme were assessed in accordance with their capability of the simulation of rainfall for the period of the heavy, moderate, and light phases of the event. Among them, the KF scheme was able to account for the mesoscale procedures that make possible improvement of the convective movement (Alam, 2014 and Pattanaik et al., 2011). In the KF scheme, when the total condensate surpasses the threshold value in the updraft, they are transformed into rainfall. In this scheme, the convective available potential energy (CAPE) is consumed by the convection process in a definite time scale. Also, shallow convection is included in the KF scheme except for deep convection. The shallow convection creates non-perceptible condensates and the shallowness of the convection is determined by a vertical extent of the cloud layer that is known by a function of temperature at the Lifting Condensation Level (LCL) of rising air parcel (Kain et al., 1990). In this scheme updraft generates condensate and dumps condensate into the environment downdraft evaporates condensate at a rate that depends on RH and depth of downdraft leftover condensate accumulates at the surface as precipitation. The KF scheme is further efficient to capture the monsoon seasonal mean rainfall pattern with greater spatial correlations in the core rain belts.

3. DATA AND METHODOLOGY Final Reanalysis (FNL) data (1ox1o ) was used as initial and lateral boundary conditions, which was brought from National Centre for Environment Prediction (NCEP). This data is updated at six hours intervals. The model is adjusted with 0000, 0600, 1200 and 1800 UTC initial field of conforming date. The Tropical Rainfall Measuring Mission (TRMM) 3B42RT daily rainfall data sets were downloaded from their website whereas diurnal rain gauge data of 33 stations have been obtained from Bangladesh Meteorological Department (BMD) all over Bangladesh. The model simulated rainfalls have been extracted for 33 BMD rain gauge stations. We have also extracted daily TRMM rainfall data for the above-mentioned 33 meteorological station points during the monsoon season of 2014. During the study period, we made 3 hourly outputs from the WRF model and these 3 hourly rainfall data were then converted into daily and monthly rainfall data of June-September 2014. The WRF model output gives the control (CTL) file and which is converted into text (txt) format data by using the Grid Analysis and Display System (GrADS). These data were transformed into Microsoft Excel and finally plotted with the help of Surfer software. The RMSE and MAE of rainfall have been determined for 33 meteorological stations all over Bangladesh for long time prediction using Microsoft Excel and then plotted with the help of Surfer software. The model simulated rainfalls have been compared with the BMD and TRMM observed rainfall at 33 meteorological stations. BMD observed monsoon seasonal rainfall and model-simulated rainfalls are also used for calculating RMSE, MAE, and CC of rainfall.

  Journal of Engineering Science 10(2), 2019, 01-11
  
Funding Source:
1.   Budget:  
  

The distribution patterns of TRMM and BMD rainfall for the month of June-September 2014 are almost similar but the value of TRMM derived rainfall is much lower than that of the observed and simulated rainfall all over Bangladesh. The distribution patterns of model-simulated 24, 48 and 72 hours lead time simulated rainfall is almost similar to that of observed rainfall. During the study period, the model simulated 24, 48 and 72 hours, observed and TRMM rainfall is found minimum in the west, NNW and SW regions and maximum in SSE and NE regions of the country. With the increase of simulated time the simulated rainfall increases. The RMSE is found minimum in a region where the observed rainfall is minimum. The RMSE of rainfall is almost similar for 24, 48 and 72 hours. The value of RMSE of rainfall for 24- and 48-hours prediction is within 15-30 and 20-35 mm, respectively all over Bangladesh except hilly regions. The RMSE increases as the simulation time increases. The MAE of rainfall for 24- and 48-hours simulation is within 10-20 and 15-25 mm, respectively all over Bangladesh except hilly regions. The station-wise RMSE is larger than the MAE throughout over the country but the distribution pattern is almost similar. Overall, the maximum CC is observed in the month of June 2014 for 24-hour simulation, and then CC is found to decrease from June to September and also decreases with the increase of simulated time. On the basis of the above finding, it may be concluded that the WRF model is suitable for the simulation of rainfall up to 48 hours.

  Journal
  


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