A framework for Building A Scada System for Beit Lahia Wastwater Pumping Station

Designers of the New Terminal Pumping Station (NTPS) which is currently being constructed at Beit Lahia have specified precisely the requirements and features of its automation system along with its Supervisory Control And Data Acquisition (SCADA). However, the exact system configurations as well as the number of components or their model are left unspecified in order to provide flexibility for different manufacturer strategies. The aim of this research is to analyze the SCADA system requirements and propose a solution strategy which fulfils the designer specifications while minimizing costs and insuring long term system robustness

WATER CONSUMPTION BEHAVIOR IN SEMI- RURAL AREAS IN THE GAZA STRIP: BEIT LAHYA TOWN AS ACASE STUDY

Groundwater is the major source of drinking water in both urban and rural areas in the Gaza Strip. Population growth and urban expansion have persistently raised the demand for water supply and consequently, greatly increased the exploitation of groundwater in the Gaza strip. The importance of this research is to investigate the water consumption behavior in semi-rural area by studying the current distribution situation, water demand and supply, the unaccounted for water and studying the effect of urban agriculture on the system efficiency. Therefore, field survey to determine the sources of water for irrigation, the agricultural area and water meter readings was conducted for continuous three periods two in summer and one in winter. Urban agriculture is one of the most persistent approaches for supplying food in the Gaza Strip. The main outcomes of the study are that; farmers use the domestic network illegally for irrigation purposes leading to high percentage of unaccounted for water. This leads to higher water consumption per capita in Beit Lahya which apparently exceeds 230 l/c/d according to water well production in year 2010 equal (6.098 MCM) and the unaccounted for water more than 60% in semi urban quarters where green houses are the main agricultural practice. The difference between supply and demand indicates that the farmers use illegal connections to irrigate the adjacent agricultural areas. The overall system efficiency for water distribution is 42.0% and 55.7% for summer and winter periods, respectively. The quarters with intensive agriculture show high percentage of unaccounted for water (73%), while the urban quarters unaccounted for water is 24%. Therefore new policy and regulations concerning water resources management should be implemented for the semi urban areas in the Gaza Strip. Key words: Water supply, Unaccounted for water, illegal connections, urban agricultur

Modelica-Based Model for Activated Sludge System

Activated sludge system is the most important stage in municipal wastewater treatment process. It is a biological operation used for treating sewage by means of microorganism. One type of activated sludge systems is the oxidation ditch. In this work, models derived through object-oriented programming will be used to build a simulation model for a typical oxidation ditch. The derived model was constructed and programmed using Modelica language. The simulation model will help better understand the system behavior. Thereby, the model will be provided as an assessment or evaluation tool for the performance of control schemes. The tool gave the expected results, in terms of reducing the concentration of organic matter in wastewater coming out from oxidation ditche

Mechanical properties and durability assessment of nylon fiber reinforced self-compacting concrete

[EN] The higher paste volume in Self Compacting Concrete (SCC) makes it susceptible to have a higher creep coefficient and cracking and has brittle nature. This brittle nature of concrete is unacceptable for any construction industry. The addition of fibers is one of the most prevalent methods to enhance the ductile and tensile behavior of concrete. Fibers reduce the cracking phenomena and improve the energy absorption capacity of the structure. Conversely, the addition of fibers has a negative impact on the workability of fresh concrete. In this research work, a detailed investigation of the influence of Nylon fibers (NFs) on fresh properties, durability, and mechanical properties of SCC was carried out. NFs were added into concrete mixes in a proportion of 0.5%, 1%, 1.5%, and 2% by weight of cement to achieve the research objectives. Durability assessment of modified SCC having Nylon fibers was performed using water absorption, permeability, carbonation resistance, and acid attack resistant. Mechanical tests (compressive and tensile) were conducted for modified as well as control mix. Test results indicate that the passing and filling ability decreased while segregation and bleeding resistance increased with NFs. Furthermore, test results showed a significant increase in strength up to 1.5% addition of nylon fibers and then strength decreases gradually. Durability parameters were significantly improved with the incorporation of NFs relative to the control mix. Overall, this study demonstrated the potential of using nylon fibers in self-compacting concrete with improved durability and mechanical properties.SIThe author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: The authors extend their appreciation to the Deanship of Scientific Research at King Khalid University for funding this work through group research program under grant number RGP. 1/100/42 and Taif University Researchers Supporting Project (number TURSP- 2020/276), Taif University, Taif, Saudi Arabi

Performance Evaluation of Phenol-Resin-Based Adsorbents for Heat Transformation Applications

Phenol resins (PRs) are considered as relatively inexpensive adsorbents synthesized from agricultural biomass via employing a variety of synthesized procedures. The performance of PR for heat transformation application is not widely investigated. In this regard, the present study aims to evaluate the four PR derivative/refrigerant pairs, namely (i) KOH6-PR/CO2, (ii) SAC-2/HFC, (iii) KOH4-PR/ethanol, and (iv) KOH6-PR/ethanol, for adsorption cooling and adsorption heating applications. Ideal cycle analyses and/or thermodynamic modelling approaches were utilized comprising governing heat and mass balance equations and adsorption equilibrium models. The performance of the AHP system is explored by means of specific cooling energy (SCE), specific heating energy (SHE), and coefficient of performance (COP), both for cooling and heating applications, respectively. It has been realized that KOH6-PR/ethanol could produce a maximum SCE of 1080 kJ/kg/cycle and SHE of 2141 kJ/kg/cycle at a regeneration temperature (Treg) and condenser temperature (Tcond) of 80 °C, and 10 °C, respectively, followed by KOH4-PR/ethanol, SAC-2/HFC-32, and KOH6-PR/CO2. The maximum COP values were estimated to be 1.78 for heating and 0.80 for cooling applications, respectively, at Treg = 80 °C and Tcond = 10 °C. In addition, the study reveals that, corresponding to increase/decrease in condenser/evaporator pressure, both SCE and SHE decrease/increase, respectively; however, this varies in magnitude due to adsorption equilibrium of the studied PR derivative/refrigerant pairs