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Home > Education System and the Socio-Economic Life of the People of Village Shah Baz Khel Lakki Marwat, Nwfp

Education System and the Socio-Economic Life of the People of Village Shah Baz Khel Lakki Marwat, Nwfp

Thesis Info

Author

Khan Muhammad Sajid

Department

Deptt. of Anthropology, QAU.

Program

MSc

Institute

Quaid-i-Azam University

Institute Type

Public

City

Islamabad

Province

Islamabad

Country

Pakistan

Thesis Completing Year

2007

Thesis Completion Status

Completed

Page

79

Subject

Anthropology

Language

English

Other

Call No: DISS/M.Sc ANT/843

Added

2021-02-17 19:49:13

Modified

2023-01-06 19:20:37

ARI ID

1676716631177

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85. Al-Buruj/The Constellations

85. Al-Buruj/The Constellations

I/We begin by the Blessed Name of Allah

The Immensely Merciful to all, The Infinitely Compassionate to everyone.

85:01
a. By the celestial realm full of constellations,

85:02
a. and the Promised Time,

85:03
a. and a witness and a witnessed.

85:04
a. Destroyed were the People of the Ditch,

85:05
a. of the fire abounding in fuel, it will be fueled,

85:06
a. as they gathered around it,

85:07
a. witnessing to what they were doing to the believers,

85:08
a. and they avenged them merely because they believed in Allah – The One and Only God,
b. The Almighty, All-Praiseworthy,

85:09
a. Allah - the One WHO holds the reign over the celestial realm and the terrestrial world,
b. and Allah is Witness to everything.

85:10
a. Surely, for those who oppress and persecute the believing males and the believing females,
b. and then do not repent of their evil,
c. for them will be severe suffering of Hell,
d. added to that shall also be suffering of the Blazing Fire for having tortured to death the believers.

726 Surah 85 * Al-Buruj

85:11
a. Indeed, those who believe and practice righteousness, for them will be Paradise under which rivers/streams flow.
b. Such will be the great success!

85:12
a. Nevertheless, the grip/onslaught of your Rabb - The Lord against the disbelievers will be intense and painful.

85:13
a. It is, indeed, HE WHO initiated, and
b. will repeat it when HE will choose to.

Analysis of the Implementation of Patient Safety Targets at the Makassar City Regional General Hospital

The Patient Safety Goals (SKP) drive specific improvements in patient safety. These objectives highlight problematic areas of health care in a system implemented in hospitals to make patient care safer. This study aims to analyze the implementation of patient safety goals in Makassar City Hospital. This type of research is mixed methods research. The research uses a sequential explanatory strategy. The results showed that the implementation of patient safety targets based on the Hospital Patient Safety Target Standards (SNARS) at Makassar City Hospital has a good implementation of patient safety targets. The implementation of patient safety targets in terms of leadership in the Makassar City Regional General Hospital (RSUD), namely the awarding of awards has never been done, and supervision is carried out by looking at patient safety reports. In terms of human resources, training related to patient safety is still lacking and only during accreditation. Regarding policies, there are SOPs related to patient safety incidents and there is no clear sanction, only a warning. For teamwork, there is no availability of a patient safety team in the treatment room, only KMKP has a patient safety team. In addition, the implementation of patient safety goals in terms of communication, namely the existence of positive feedback given and followed up by the Patient Safety and Quality Committee (KMKP), as well as lack of socialization by KMKP, only at the time of accreditation.

Performance Evaluation of Selective Control Measures of Foundation Seepage for Embankment Dams over Permeable Strata

This research has addressed typical geological complexities through performance evaluation of selective foundation seepage control features for embankment dams on deep permeable strata. The study is based on an intricate case history of Satpara Dam Project founded over moraines. Seepage control measures for Satpara dam foundations included upstream extension of the dam core as an impervious blanket with a partial cutoff at its upstream end. Seepage modelling was carried for ‘as-designed’ seepage mitigation measures under 2-D sectional flow model assumptions for different case scenarios using SEEP/W. In-situ permeability test results from pre-construction exploratory investigations of the project, ranging over several logarithmic orders of magnitude, were scrutinised for identification of a representative dataset for assignment of K- values while characterising spatial variability. Relative seepage sensitivity analyses were made using ‘percentile’ values from the two-layered ‘pervious zone in homogeneous’ foundation representation approach and computed values from the multi-zoned ‘ROCKWORKS modelled’ multi-zoned foundation representation approach. Comparative inferences considered theoretically acceptable limits in averting piping initiation for the adopted seepage control measures. The refinement in K-assumptions from the layered to the multi-zoned approach influenced and enhanced scale of magnitudes and rate of change of computed gradients and hydraulic heads along their distributions and trends at different points of consideration along the flow direction. The adopted seepage control scheme reduced the computed hydraulic gradients to 73.5% and the head potential to 72% at toe of core relative to no seepage control measures. Available project data from five years of consecutive operation (for five impoundings during 2007-2011) showed that conservation level and consequently a steady state condition was not achieved. Effectiveness of the adopted seepage control measures at Satpara Dam was evaluated through comparative response of instruments installed across the cutoff wall, for upstream and downstream observations at two different depth zones, and along the flow path in the foundations upstream and downstream of the main dam axis. Piezometeric data from 27 selected responsive foundation piezometers covering the project area was used to develop percent potential contour plot plans, corresponding to selected pseudo-steady state reservoir levels and for a reservoir level common to the last three impounding stages. Evaluation of head differentials and percent potential distributions also provided evidence of cross flow influences, indicating 3-D flow in the dam foundation domain. Pseudo-steady state reservoir levels defined new loading conditions, which were used to extend the 2-D ‘as designed’ SEEP/W model and additionally simulate a 3-D seepage model using FEFLOW. Simulated results based on the multi-zoned pre- construction foundation representation could not replicate the observed ‘pseudo- steady’ foundation response. It was assessed that applied heads had likely caused redistribution of unsupported fines, at probable locations associated with higher potential drops and concentrated potential contours. The cutoff wall proximity and foundations underlying the drainage blanket were accordingly identified to induce higher gradients susceptible for subsequently dislodging fines. An inverse 2-D modelling approach was implied to correspondingly re-adjust K-values in the sectional multi-zoned pre-construction foundation representation. This helped improve related subsurface perceptions of post-construction foundation behaviour.