اسلام احمد
دسمبر کا مہینہ ختم ہونے کے قریب تھا کہ جناب اسلام احمد ریٹائرڈ۔ آئی۔جی کے انتقال کی خبر ریڈیو اور ٹیلی ویژن سے نشر ہوئی۔ وہ علامہ شبلیؒ مرحوم کے ہم خاندان اور خاص عزیز تھے، ان کے والد بزرگوار شیخ محمد اقبال الٰہ آباد ہائی کورٹ میں چیف جسٹس تھے، جن کے مولانا سید سلیمان ندوی اور مولانا مسعود علی ندوی سے مخلصانہ روابط تھے۔ اسلام احمد صاحب بھی اعلیٰ سرکاری عہدوں پر فائز رہے اور آخر میں آئی جی ہوکر ریٹائر ہوئے۔
وہ لکھنؤ میں متوطن ہوگئے تھے لیکن اپنے وطن اعظم گڑھ سے انہیں ہمیشہ بڑا تعلق رہا، ان کی تدفین بھی بندول میں ان کے آبائی قبرستان میں ہوئی، یہاں کے لوگوں سے بلا تفریق مذہب و ملت بڑی محبت، خلوص اور گرم جوشی سے ملتے اور ان کی خاطر مدارات میں کمی نہ کرتے۔ ان کی اہلیہ بڑی نیک بخت خاتون تھیں، اﷲ تعالیٰ ان کی بشری لغزشوں کو معاف کرے اور ان کی مغفرت فرمائے، آمین۔ (ضیاء الدین اصلاحی۔ جنوری ۱۹۹۴ء)
This research was done at the Construction Company in Pekanbaru. The aim of this study is to find out the impact of work stress, financial compensation and non-financial compensation on employee job satisfaction at the Construction Company in Pekanbaru. The sample in this study is an employee of the Construction Company in Pekanbaru of 35 people using saturated sampling or census techniques. To analyze the data in this study use quantitative descriptive techniques using double linear regression. Research findings show that work stress, financial compensation and non-financial compensation have a partial impact on employee job satisfaction. At the same time or simultaneously, work stress, financial compensation and non-financial compensation have a significant impact on employee employment satisfaction at the New Construction Company with known F counts of (35,566) ≥ Ftable (2,91) with a significant 0,000 ≤ 0,05, and a determination coefficient (R Square) value of 0,775 equals 77,5% which means that the work stress variables, economic compensation, and nonfinancy compensation affect employee job satisfaction of 77,5%.
The goal of this study was to develop a groundwater flow model and a contaminant transport model to understand the fate of the Arsenic in the groundwater. Visual MODFLOW 4.0, the Waterloo Hydrogeologic Inc. software was utilized for this study. A three-dimensional, finite- difference, groundwater flow model was used to develop a regional conceptualization of the flow system in the D. I. Khan area. The D. I. Khan sand aquifer system has been divided into three gently sloping geohydrologic units. The 2900 Km 2 study area was divided into 33852 cells with dimensions of 500 m by 500 m comprising of 186 columns and 182 rows and containing three layers. The finite difference block centered grid was used with an average depth of model simulation was set to 100 meters that almost equals to the average depth of existing tube wells (water wells). The model region was bounded by Indus River, Takwarrah Nala and the Sheikh Haider Zaman Nala in the east, northeast and southwest respectively. The area also consists of Gomal Nala, Chashma Right Bank Canal (CRBC) and Paharpur canal. The model was also adorned with the various hydraulic parameters spatial distributions including hydraulic conductivity (K), initial heads, recharge, porosity, specific storage (Ss), specific yield (Sy), top and bottom elevation of aquifers. The model was initially run for 10 years in steady state for the year 1985. In steady state a single time step was used. The model was calibrated with several runs by modifying the hydraulic conductivities and recharge values. The Parameter Estimation and Testing (PEST) has been used to do the calibration with the minimum and maximum ranges of 30 hydraulic conductivities and recharge values. The model was also calibrated in transient state in 1985 using steady state heads as initial conditions and assessing the draw downs. The area has been studied with respect to the various anthropogenic activities and found to be contaminated with high salinity, sulphates and Arsenic. The contaminant transport model MT3D was used with the observed Arsenic (As) concentrations and calibrated in 2010 for steady state and non steady state conditions. Model realizations were further projected up to 2025 to monitor the spreading of Arsenic concentration in the groundwater. The preliminary management scenarios were also discussed to address the issue at hand for safety of the inhabitants in the study area. The study results include estimates of hydraulic and transport properties, direction of regional flow, contaminant transport, its fate, prevention, remediation and a discussion of the iresults to gain a more complete understanding of the subsurface flow and contaminant transport system. Perhaps this work will be the first step in learning more about the subsurface flow system of the D. I. Khan aquifer, and provide a useful tool to manage and properly plan future management of the groundwater resources.