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Experimental Study to Investigate the Effect of Polyacrylamide Gel to Reduce the Lost Circulation
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One of the challenging issues encountered during drilling operations is the lost circulation. Numerous issues might arise because of losses, such as wasting of time and higher drilling cost. Several types of lost circulation materials have been developed and are being used to limit mud losses and avoid associated issues. Each solution has benefits and drawbacks.

In this study, a core flooding test was performed to study the effectiveness of polyacrylamide (PAM) granular gel on the reduction of the circulation lost. One common type of fracture characteristic is fractures with tips, commonly known as partially open fracture (POF). However, PAM gel therapy in POFs received little attention in prior research. Models of partly open fractures were built using a cylindrical core. A series of processes are performed on a core to get a POF model. Overall, the PAM gel can decrease plug permeability, making it a useful material for lost circulation. The results indicate that the Polyacrylamide granular gel can decrease the permeability up to 193 times.

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Publication Date
Thu Mar 30 2017
Journal Name
Iraqi Journal Of Pharmaceutical Sciences ( P-issn 1683 - 3597 E-issn 2521 - 3512)
Synthesis of New Opioid Analgesic Peptide Analogues to Enkephalin (Leucine- and Methionine-Enkephalin)
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A small number of researches were done in the design and synthesis of enkephalin analogues that are able to resist degradation effect of proteolytic enzymes with good bioavailability and half-lives.Through studying structure activity relationships we tried to incorporate phthalyl group, tryptophan and lysine amino acids in different positions in the basic backbone structure of the naturally occurring opioid Leu5- and Met5- enkephalin, in the hope that such insertion of these amino acids could induce interesting addition in the biological activity of these analogues with enhancement of their bioavailability, in addition to decrease side effects as addiction liability.

These synthesized peptides are:

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    Publication Date
    Wed Sep 01 2021
    Journal Name
    Iop Conference Series: Earth And Environmental Science
    Response of Piles Group embedded in Sandy Soil with Cavities to Seismic Loading
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    Publication Date
    Fri Sep 01 2023
    Journal Name
    Cellular, Molecular And Biomedical Reports
    Investigation of GJB2 and SLC26A4 genes related to pendred syndrome genetic deafness patients
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    Publication Date
    Sat Dec 14 2019
    Journal Name
    International Journal On Emerging Technologies
    Utilizing an Artificial Neural Network Model to Predict Bearing Capacity of Stone Columns
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    ABSTRACT: Ultimate bearing capacity of soft ground reinforced with stone column was recently predicted using various artificial intelligence technologies such as artificial neural network because of all the advantages that they can offer in minimizing time, effort and cost. As well as, most of applied theories or predicted formulas deduced analytically from previous studies were feasible only for a particular testing environment and do not match other field or laboratory datasets. However, the performance of such techniques depends largely on input parameters that really affect the target output and missing of any parameter can lead to inaccurate results and give a false indicator. In the current study, data were collected from previous rel

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    Publication Date
    Sat Aug 01 2020
    Journal Name
    Journal Of Engineering
    Computation of Critical Submergence Depth to Avoid Surface Vortices at Vertical Pumps Intakes
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    The pumping station became widely used in many fields. Free surface vortices at intakes of pumps are not favorable. It may cause noise, excessive vibration, damage to the pumping structure, reduction in efficiency and flow for hydro-turbines, etc. One of the important problems encountered during the pump intake design is the depth of submergence and other design parameters to avoid strong free-surface vortices formation. This study aims to compute the critical submergence depth with some geometrical and hydraulic limitations by using Computational Fluid Dynamic (CFD) package. The mathematical model was validated with a laboratory model that had been conducted. The model of three intake pipes was investigated under five d

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    Publication Date
    Fri Jan 01 2016
    Journal Name
    Journal Of Engineering
    Application of SWAT Model for Sediment Loads from Valleys Transmitted to Haditha Reservoir
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    This study included the extraction properties of spatial and morphological basins studied using the Soil and Water Assessment Tool (SWAT) model linked to (GIS) to find the amount of sediment and rates of flow that flows into the Haditha reservoir . The aim of this study is determine the amount of sediment coming from the valleys and flowing into the Haditha Dam reservoir for 25 years ago for the period (1985-2010) and its impact on design lifetime of the Haditha Dam reservoir and to determine the best ways to reduce the sediment transport. The result indicated that total amount of sediment coming from all valleys about (2.56 * 106 ton). The maximum annual total sediment load was about (488.22 * 103 ton) in year 1988

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    Publication Date
    Thu Jan 01 2015
    Journal Name
    Journal Of Engineering
    Reinforcement of Asphalt Concrete by Polyester Fibers to Improve Flexural Bending Fatigue Resistance
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    Reinforcing asphalt concrete with polyester fibers considered as an active remedy to alleviate the harmful impact of fatigue deterioration. This study covers the investigation of utilizing two shapes of fibers size, 6.35 mm by 3.00 mm and 12.70 mm by 3.00 mm with mutual concentrations equal to 0.25 %, 0.50 % and 0.75 % by weight of mixture. Composition of asphalt mixture consists of different optimum (40-50) asphalt cement content, 12.50 mm nominal aggregate maximum size with limestone dust as a filler. Following the traditional asphalt cement and aggregate tests, three essential test were carried out on mixtures, namely: Marshall test (105 cylindrical specimens), indirect tensile strength test (21 cylindrical specimens)

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    Publication Date
    Tue Jan 31 2017
    Journal Name
    Journal Of Engineering
    Behavior of Reinforced Concrete Columns Subjected to Axial Load and Cyclic Lateral Load
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    Columns subjected to pure axial load rarely exist in practice. Reinforced concrete columns are usually subjected to combination of axial and lateral actions and  deformations, caused by  spatially‐complex loading patterns as during earthquakes causes lateral deflection that in turn affects the horizontal stiffness. In this study, a numerical model was developed in threedimensional nonlinear finite element and then validated against experimental results reported in the literatures,
    to investigate the behavior of conventionally RC columns subjected to axial load and  . lateral reversal cyclic loading. To achieve this goal, numerical analysis was conducted by using finite element program ABAQUS/Explicit. The variables co

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    Publication Date
    Wed Jan 01 2020
    Journal Name
    Iop Conference Series: Materials Science And Engineering
    Numerical Analysis of Under-Reamed Pile Subjected to Dynamic Loading in Sandy Soil
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    Abstract<p>Under-reamed piles are piles with enlarged bases, which may be single bulb or multi bulbs. Such piles are suitable for resisting considerable soil movement of filed up ground, soft clay, and loose sand and have the advantages of increasing the soil strength and decreasing the displacement. In the present study, the finite element method was used to analyse the performance of a single pile with under-reamed bulbs of different shapes, that is, single cone, double cone, and half and full sphere, embedded in homogeneous, poorly graded sandy soil. The model of under-reamed pile was made of reinforced concrete and the bulb located at the middle of the embedded length of the pile. The dynami</p> ... Show More
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    Publication Date
    Tue Jan 08 2019
    Journal Name
    Iraqi Journal Of Physics
    Effect of thickness on the structure, morphology and A.C conductivity of Bi2S3 thin films
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    Thin films samples of Bismuth sulfide Bi2S3 had deposited on
    glass substrate using thermal evaporation method by chemical
    method under vacuum of 10-5 Toor. XRD and AFM were used to
    check the structure and morphology of the Bi2S3 thin films. The
    results showed that the films with law thickness <700 nm were free
    from any diffraction peaks refer to amorphous structure while films
    with thickness≥700 nm was polycrystalline. The roughness decreases
    while average grain size increases with the increase of thickness. The
    A.C conductivity as function of frequency had studied in the
    frequency range (50 to 5x106 Hz). The dielectric constant,
    polarizability showed significant dependence upon the variation of
    thic

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