Catch Basin ……… A transverse and totally enclosed drain under a road or railway CPM …………………. Critical Path Method. A tool for planning, scheduling and control of construction work. Culvert ………………. Transverse drains that convey water to a desired point or destination. Debris ……………… The remains of something that has been destroyed or broken up. Dikes …………………. A barrier constructed to contain the flow of water or to keep out the sea Ditches ………………..
A long narrow excavation in the earth. Any small natural waterway. Discharge ……………. Refers to the flow characteristic of the sewage and storm water in the system. Refers to the manner in which the water of a certain area passes off and discharges to a body of water. Emptying something accomplished by allowing liquid to run out of it. Drainage System …….. A system of gully inlets, pipes, overland flow paths, open channels, culverts and detention basins used to convey runoff to its receiving waters.
Feasibility ………… An evaluation and analysis of the potential of the proposed project which is based on extensive investigation and research to give full comfort to the decision makers. Flood …………………. The temporary inundation of land by expanses of water that overtop the natural or artificial banks of a watercourse, including a drainage channel, stream, creek, river, estuary, lake or dam, and any associated water holding structures.
Inlet ………………… An opening through which fluid is admitted to a tube or container. Manholes …………….. A hole usually with a flush cover through which a person can gain access to an underground structure. Nodes ………………… A connecting point at which several lines come together. Appurtenance ……… An accessory associated with particular activity. Pipe ………………… A long tube made of metal or plastic that is used to carry water or oil or gas and etc.
A document written by a researcher that provides detailed description of the proposed program. Rain fall intensity …… The rates of rain fall on a catchment area. The unit mm refers to the coverage depth of water that falls in the catchment.
Run off ……………….. That part of rainfall which is not lost to infiltration, evaporation, transpiration or depression storage. Run off coefficient … The ratios of the volume of direct to the volume of rain fall in a storm. Scheduling …………… It is the process of allocating calendar dates to jobs based on the approved plan. Sewer …………………. A waste pipe that carries away sewage or surface water. The united nations environment programs UNEP recommended pollution strategy such reduction of production of waste as feasible solution to reduce environmental problem McGhee, Montoya found out that water discharged from storm drainage system was not directly attributed to precipitation.
Sources of some of the water can be identified and accounted from permit for permitted industrial wastewater that discharges to the storm drainage system. These entries can account for significant amount of pollutants discharge from storm and domestic sewerage system Piit and Mclean, Waters from septic tanks are considered as entries to the storm drainage system.
In cities and large municipalities, Septic tank system discharges to storm drainage system without treatment. The septic tank system discharges to storm drainage system without treatment.
The septic water contains micro pollutants and toxic substances that are detrimental to human, especially when septic tank has a failure. The widespread failure of septic tank system might necessitate the construction of a sanitary sewer to replace the system.
In some urban areas, sanitary sewers are used to transport waters from septic tank while sanitary sewers are connected to storm drainage. Connections of sanitary sewers to the storm drainage system may be so widespread that the storm drainage system has to be recognized as a combined sewer system. The storm drainage system operates to some degree as a combined sewer system, because it is used to transport both domestic sewage and storm water.
It may be that the sanitary sewerage system is not capable of handling the load that would imposed on it if a complete sewer separation program were undertaken. For a more environmentally acceptable sewerage system, the combined sewer may be tied into a centralized treatment system so that the sewer waters will be treated before disposal to the environment Tchobanoglous and Burton, In essence, recognition of a system as being a combined sewer system provides a focus in the regulatory community so that it may be possible to operate the system to minimize the damage to the environment.
Storm-water drainage piping is designed to convey excess groundwater to a suitable location. A suitable location might be a catch basin, storm sewer, or pond. Storm water drainage may never be piped into a sanitary sewer or plumbing system.
When you wish to size a storm-water drainage system, you must have some benchmark information to work with. One consideration is the pitch of a horizontal pipe. Another piece of the puzzle is the number of square feet of surface area your system will be required to drain. You will also need data on the rainfall rates in your area.
When you use your codebook to size a storm-water system, you should have access to all the key elements required to size the job except possibly for the local rainfall amounts. You should be able to obtain rainfall figures from your state or county offices. Your codebook should provide you with a table to use in making your sizing calculations. McGraw-Hill companies The following Hydrologic and hydraulic methods and formulas are widely used in the study. It takes into consideration the physical and hydraulic properties of catchments and their effects on storm water runoff.
It varies from 0 to 1. Tacloban City experiences flooding even at small rain and other associated environmental problems. Problems were encountered in the existing sewerage system such as the presence of solid wastes on the sewerage canal, no monitoring and maintenance program and the people of Tacloban were not aware of the purpose of the sewerage system.
Moderately felt problems encountered were the absence of city ordinance that regulates waste materials that may be discharged to the canal, sewers were not covered which proved harmful to the health and life of the residents, and building sewers were not connected to the common sewer. The study came up with several recommendations to solve or minimize the problems encountered.
Some of which are: a In order to solve the increasing problems associated with the poor sewerage system and to protect the area of the future generation, the City of Tacloban should implement a centralized sewerage system.
The University of San Carlos - Talamban Campus has an existing drainage system but is inadequate to convey the rainwater into its point of discharge. The main streamline, which is the point of discharge, is also deficient to accommodate and convey the storm water from the university sub catchment. The sizes of the sewer pipes the existing drainage system use are insufficient. The flooding at the two gates of the university during heavy downpour is the evidence of this deficiency and inadequacy.
Based from the findings of the study, the researcher has derived the following recommendations: a Two drainage systems should be constructed separately in the service area. Garbage collection boxes for biodegradable, non-biodegradable, and recyclable materials in strategic places should be provided by the university administration.
Residents of the city have experienced major problems about health and water supply. To solve the problems, the researcher came up with the following recommendations: a For the implementation of infrastructure programs to conform to the plans, the progress should be monitored and corrective actions must be taken if necessary.
Research Method This study used the descriptive method. It is a fact-finding strategy, with adequate and accurate interpretation of the findings, using questionnaires and documentary analysis in data gathering. It describes with emphasis what actually exist such as current conditions, practices situations, or any phenomena. Since this study is concerned with the present condition of the drainage system in Cebu Technological University, the descriptive method of research was the most appropriate method to use.
Survey questionnaires were administered to respondents. Cuenco Avenue corner R. Palma Street, Cebu City, Philippines, and is a continuing supplier of skilled manpower, technicians, engineers, educators, and blue-collar professionals to the labor and entrepreneurial market. Under Proclamation No. Cuenco Avenue, and R. Palma Street, Cebu City. On June 9, , by virtue of Commonwealth Act No. The slopes vary from 0 to 60 degrees. It is residual since it is derived from limestone. The top soil for the lower elevation is primarily clay loam.
The primary composition of the sub-trait is limestone interspersed with bedrock formation. Severe erosion has extremely exposed the limestone and rock foundation in some areas.
According to Bureau of Soils, the type of soil common in the different districts of the city and its environs are Faron Clay, Mandaue Clay, and silt-loam, Baguio and Bolinao clay. There is more rainfall during the southeast monsoon seasons in the month of September. The summer heat which generally comes in March reaches its peak in April and May. As per records of the Weather Bureau, the average temperature in Cebu City is Cebu belongs to Zone 2 of the wind zone for the different provinces of the Philippines.
The basic wind speed for this classification is kph. The respondents were chosen through random sampling since everyone within the study population was educated and literate, thus making anyone of them capable of answering the survey questionnaire. This study has a total of respondents for the students and respondents for the employees.
The tables below show the distribution of respondents. Table 1. Both students from the day and evening program were given the chance to participate in the aforementioned survey.
The next table, Table 2, shows the combined number of organic and non-organic employees who were chosen to answer the survey questionnaires. The data were taken from the response of the respondents. After the questionnaire was checked, it was improvised, revised and finalized. The following rule amendments are effective August 11, Welcome to Forney.
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