Civil and Environmental Engineering Commons^™

Suitability Of Crusher-Dust As Masonry Construction Material, John Makunza

Tanzania Journal of Engineering and Technology (TJET)

Crusher dust generated at Kunduchi quarries in Dar es Salaam during aggregate crushing is counted as a waste material, and some times it .is disposed away or sold at a cheap price of not more than a quarter of that of sand. A study on the use of the crusher dust as a building material has been carried out in which samples were collected and analyzed for grading (sieve analysis). In additional to that, other samples were stabilized with a small amount of cement, from which bricks were produced and tested for compressive strength. Other bricks were bonded together using …

Comparison Of Two Different Transport Models To Predict Sediment Transport: Simiyu River, Tanzania, Case Study, F Mwanuzi1

Tanzania Journal of Engineering and Technology (TJET)

This paper presents the results of a study which focused at the spatial and temporal characteristics of sediment transport and deposition in the main river channels and floodplains. Two different numerical models were used to simulate stream flow and to analyze sediment transport and deposition in the river channels: (1) the SMS modules RMA2 and SED2D and (2) the SCALDIS model developed at the Free University of Brussels. Both numerical models contain a two-dimensional hydrodynamic module and a sediment transport module, allowing simulation of stream flow and sediment transport processes in river channels. However, they differ in the following aspects: …

Overview Of Hydraulics And Simiyu River Sediment Input Into Magu Bay, Lake Victoria, Tanzania, Alfonse Dubi

Tanzania Journal of Engineering and Technology (TJET)

Lake Victoria is experiencing multifaceted environmental and ecological problems. A  study of the problems needs a multidisciplinary approach. to establish the cause-effect relationships. The study focuses on the hydraulics of Lake Victoria's Magu Bay and Simiyu riverine input of suspended sediments and their distribution in the Bay. Sampling in the river mouth and the Bay was conducted aboard an 8m outboard engine wooden boat. Turbidity, currents speed and direction were measured using an "AANDERAA" multi-sensor self-recording current meter model 9 (RCM9). Water depth was measured using an echo-sounder type FISHIN' BUDDY II. Geographical positions of the sampling locations were obtained …

Socio-Economic Impacts Of Computer Viruses In Tanzania, M Victor

Tanzania Journal of Engineering and Technology (TJET)

This paper reports on a research project conducted with an objective of identifying and assessing various approaches used by different computer users (Management, System Administrators and end users) in Tanzania to combat computer viruses (CVs), and to assess users' awareness level on CVs. Specifically, the study aimed at assessing the awareness level on CVs to the Tanzanian business community; analyze the socio -economic impact caused by CVs in Tanzania and; assess existing methods, capacity and limitations on controlling CVs in Tanzania. Data was collected using both questionnaires and interview from financial institutions such as NBC and BOT, and telecommunications sector …

Environmental Impact Of Wetland Resources Utilization In Simuyu Basin, Tanzania, Shadrack Mwakalila

Tanzania Journal of Engineering and Technology (TJET)

There is a growing appreciation of the natural functions of wetlands, and the values and different forms of uses that humans attach to them. Wise use and special conservation strategies are therefore needed in order to sustain their productivity. Wetlands are one of the most fruitful areas of archaeological research, and they are the ideal setting in which to study the interactions between physical processes and human actions that encapsulate and exemplify many of the themes of man's impact on his environment. But all these beneficial functions of wetlands seem to be in danger of being lost to draining and …

Evaluation Of The Effectiveness Of Blank-Out Overhead Dynamic Advance Warning Signal Systems, Ryan Peterson

Theses and Dissertations

Advance warning signals installed upstream of a high-speed signalized intersection (HSSI) warn motorists of impending signal changes in an effort to reduce the frequency of red-light running (RLR) and crashes. A new advance warning signal design was tested on an approach to an HSSI in Utah to study the effects of the modified design on motorist behavior. The new design utilized an overhead dynamic blank-out sign and flashers. A state-of-the-art digital wave radar evaluation system was installed at the study site to collect continuous data of vehicle speeds and RLR events by a non-intrusive method. Crash data were collected from …

Effect Of Stay-In-Place Metal Forms On Performance Of Concrete Bridge Decks, Stephen Litster Frost

Theses and Dissertations

The objectives of this research were to investigate the effect of stay-in-place metal forms (SIPMFs) on the performance of concrete bridge decks in Utah. The research program included six bridge decks with SIPMFs and six decks without SIPMFs, which were all located within the Interstate 215 corridor in the vicinity of Salt Lake City, Utah, and therefore subject to similar traffic loading, climatic conditions, and maintenance treatments, including applications of deicing salts during winter months. All of the tested decks were constructed between 1984 and 1989 using epoxy-coated rebar. Several tests were performed at each of six locations on each …

Payback Information: It's Effect On Home Buyers Regarding Energy Efficiency, Steven E. Sparti

Theses and Dissertations

This study was conducted to find out how payback analysis would affect consumer decision making with regards to home energy efficient upgrade packages. Three different home plans were obtained from a local builder and seven different energy efficient packages were created. Using Hot2000 the heating and cooling loads were calculated for each building, with each energy efficient package, in each of the four major cardinal directions. The averages were taken and the payback information was calculated. The payback information included the increased cost of the package, the increase in the mortgage payment, the annual savings from heating and cooling bills, …

Instrumental Intensity Scales For Geohazards, Steven Kramer, Sarah B. Upsall

Geohazards

The relationship between ground motion characteristics and geohazard-related earthquake damage was investigated for slope instability, lateral spreading, settlement, and buried pipeline damage, and the results used to develop two instrumental intensity scales. The scales are based on three velocity-related ground motion parameters that reflect the amplitude, frequency content, and duration of a ground motion. The scales provide intensity values that are strongly correlated to potential damage – one scale expresses intensity on a 0-10 scale and the other in terms of an apparent earthquake magnitude. The former is expected to be particularly useful for rapid identification of potential damaged areas …

Expected Earthquake Losses To Buildings In Istanbul And Implications For The Performance Of The Turkish Catastrophe Insurance Pool, E. Durukal, M. Erdik, K. Sesetyan

Geohazards

The city of Istanbul will likely experience substantial direct and indirect losses as a result of a future large earthquake. This paper reports on the expected building losses in the city in terms of probable maximum and average annualized losses and discussed the results from the perspective of the compulsory earthquake insurance scheme operational in the country.

Predicting Rainfall-Induced Movements Of Slides In Stiff Clays, Michele Calvello, Leonardo Cascini

Geohazards

A physically-based numerical method is presented for displacements hazard analyses, at large-scale, in the case of landslides characterized by movements along pre-existing slip surfaces induced by rainfall-triggered pore pressure fluctuations. The method comprises a transient seepage finite element analysis and a kinematic model. With reference to the latter, the rates of displacement are assumed to be of the viscous type and are related to the factors of safety along the slip surface computed performing time-dependent limit equilibrium analyses. Monitoring data from an active slide in Central Italy are then used both for calibrating the models, by means of an inverse …

Simulation Of Socio-Economic Impacts Due To Seismic Damage Of Tehran Water Network, Reza Rasti, Farshad Vazinram

Geohazards

In recent years, the massive losses caused due to big earthquakes in urban areas. These cause significant casualties and losses. The economic losses exceed several billions dollars per year. The loss may be categorized in two types of direct and indirect loss. Direct economic losses occur just during the earthquakes or immediately after them. Indirect losses are resulted from direct losses. These losses are obtained in Tehran due to damage of Water Network. A scenario earthquake that would severely damage the city is assumed. The acceleration and velocities are determined in Tehran GIS map. The vulnerability coefficient for pipe via …

Earthquake-Induced Landslides In Colombia, Carlos Eduardo Rodriguez

Geohazards

Landslides due to earthquakes in Colombia have been historically reported since 1530 when ground cracking, soil movements and liquefaction events were induced by an earthquake which magnitude has not been defined. Since then more than thirty earthquakes have been identified to have produced landslides in the country, in some cases consequences related to landslides have been more significant than those due to direct effects of the earthquake itself.

The author has compiled a database of landslides induced by earthquakes in Colombia from which relationships between earthquake magnitude and landslide characteristics have been explored. It has been found that residual and …

The Hazard Assessment In A Terraced Landscape: Preliminary Result Of The Liguria (Italy) Case Study In The Interreg Iii Alpter Project, G. Brancucci, G. Paliaga

Geohazards

In steep areas the lack of terrain suitable to farming has induced man to modify the slopes with terraces. In the ligurian territory (northern Italy) above the twenty per cent of the total surface area have been changed by means of terraces. Terraces may be regarded as a human interference with the geomorphic system, which drives the evolution of the terrestrial surface. This interference actually causes the increase of the hazard particularly in those areas where the morphology hardly constrains the urbanisation. The preliminary results here presented are part of the hazard assessment task of the EU Interreg III Alpter …

Comparison Of Risk Management Policies In Oecd Countries, Reza Lahidji

Geohazards

The Organisation for Economic Cooperation and Development started in 2003 a series of country studies and reviews aimed at assisting its Member countries in evaluating the effectiveness of their risk management systems, notably in terms of their ability to contend with large-scale risks of the future, and at offering them guidance in making the requisite improvements. The project, entitled the OECD Futures Project on Risk Management Policies, focuses on the consistency of risk management policies and on their ability to deal with the challenges, present and future, created by the evolution of the risk landscape.

The Project gathers eight Member …

Cost Evaluation For Traffic And Transport Infrastructure Projects Taking Account Of Project Risks, Rudolf Poettler, H. F. Schweiger

Geohazards

The realisation of large transport infrastructure projects is influenced by a wide range of different factors. The general expectation that a project should be carried out under defined boundary conditions within the planned period and on budget requires a high level of design, planning and controlling. This paper discusses standardised comprehensible fundamental rules and guidelines for defining project costs and project budgets of infrastructure projects taking into account risk assessment and risk management. Adhering to these guidelines and rules contributes to ensure that the structure can be built in the required quality, on schedule and on budget, as well as …

Integrating Physical Accessibility Of Emergency Establishments Into Earthquake Risk Assessment, Kivanc Ertugay, Sebnem Duzgun

Geohazards

Human being has always been in a continual struggle with disasters. They are mostly sudden and unexpected and cause irreversible damages to human life and property. Disasters are facts of life, but it is always possible to decrease the effects of disasters by preparedness. In disaster case, accessibility is one of the most vital and important components of disaster preparedness and mean the difference between loosing a life or saving a life. That is why emergency accessibility, regardless if it is measured in time, distance, population or any other cost, is the most important variable that decision makers must consider …

Integrated Natural Disaster Risk Assessment: The Socio-Economic Dimension Of Earthquake Risk In The Urban Area, Sibel Kalaycioglu, Helga Rittersberger-Tilic, Kezban Celik, Fatime Günes

Geohazards

Understanding and formulation of risk of a natural disaster requires consideration of every aspect of risk, which can be handled by development of integrated approaches. In such integrated approaches, several discipline’s views are incorporated into risk assessment to see the whole picture. Hence, the risk which can be experienced before and / or after a natural disaster should be a common concern for both natural and social disciplines and should be handled through a interdisciplinary approach. A field research was conducted with 1500 households, selected through stratified random sampling, using the database obtained from the Eskisehir Greater Metropolitan Municipality. Interviews …

Dealing With Uncertainty In Engineering Design For Large-Scale Gravel Soil Slopes In The Three Gorges Reservoir Zone, Wilson H. Tang, L. M. Zhang, Y. R. Zheng

Geohazards

The objective of this paper is to first present a general formulation for analysis of uncertainties and evaluation of risks associated with large-scale slopes. The risks may be expressed in terms of the reliability of the system and the consequence. Preliminary studies regarding the mitigation of landslides in the Three-Gorge reservoir zone (TGRZ) of the Yangtze River is presented next. At the normal water level of 175 m, the Three-Gorge reservoir stretches for 665 km along the Yangtze River and extends into many tributaries. Some 684 colluvial deposits, ancient slides and hanging rock blocks, which are larger than 100,000 m3 …

Urban Earthquake Risk, Mustafa Erdik

Geohazards

The impact of earthquakes in urban areas is a complex problem compounded by multi-hazard and consequential risk issues, enormous inventory of vulnerable physical elements and the attendant socio-economic problems. A review of our state-of-knowledge and applications on the assessment of urban earthquake risk is provided. Rational urban risk predictions and expected losses from major earthquakes in the future serve the basis and also provide strong reasons for the proactive risk mitigation activities.

Dam Risk Analysis Using Bayesian Networks, Marc Smith

Geohazards

The risks related to existing hydraulic structures have been analyzed using bayesian networks. The proposed multidisciplinary approach allowed the comparison, according to the probability of failure being used as a common denominator, of the geotechnical, hydrological and structural risks. The factors contributing the most to the overall risk have been identified as well as the interventions to be realized in priority. The presented concepts consider dam risk in a more global and holistic way.

Mapping Expert Uncertainties Or Confidence Level In Mining Risk Prevention Plans, M. Cauvin, T. Verdel, R. Salmon, C. Didier

Geohazards

Mining Risk Prevention Plans have been developed in France in order to deal with “Post-Mining” issues in a rapid and operational way. This inevitably implies that the final result of those risk analyses might contain a significant part of uncertainty. The study presented herein introduces a framework and some tools that allow experts to express the confidence they have in their evaluation and raise the main difficulties they face in their daily work.

Risk Assessment Due To Debris Flows In Paz De Río-Colombia, Carlos Eduardo Rodriguez, O. I. Chaparro, G. Flechas

Geohazards

Paz de Río is an important economic area of Colombia where iron mines produce most of the mineral for the steel production in the country. Along the La Chapa creek some debris flows have occurred since 1963 producing economic losses and human deaths at Santa Teresa village. Economical losses are related to disruption of the main access to La Chapa iron mine facilities, and flooding of Paz de Río due to damming of Chicamocha River, the main drainage system of the region, which is blocked by debris flows.

The local authority for Natural Disaster Management (CREPAD) jointly with the Universidad …

Landslide Hazard Assessment At “Sakhalin-2” Main Pipeline Project, S. I. Matsiy, A. P. Sheglov, D. V. Pleshakov

Geohazards

In the given article, 2 various approaches to a landslide hazard assessment are considered. Landslide hazard means probability of a slope failure. The calculations have been carried out using a landslide hazardous section of Sakhalin-2 main pipeline route as an example.

Influence Of Degrading Permafrost On Landsliding Processes: Little Salmon Lake, Yukon Territory, Canada, R. Lyle, D. Jean Hutchinson

Geohazards

A landslide inventory was carried out for the Little Salmon Lake area, Yukon Territory, Canada, in response to observations of several new landslides in the area, suspected to be the result of degrading permafrost. The largest of these landslides, the Magundy River bi-modal flow-slide, has progressed over the last decade until it now involves over 1x106 m3 of material. The inventory is based on terrain mapping and field work, and includes multiple landslide types. The field work provided the opportunity to examine the slides, ground truth the map, and to examine the progression of the landslide, as well as the …

Age Dating Of Karst Forms Upon Regional Assessment Of Karst Hazard (A Case Study Of The Tatarstan Republic, Russia), V. A. Yolkin

Geohazards

The detailed investigations accompanied by collection of forty samples for radiocarbon and palynological analyses from six poorly and well-marked in a relief karst and karst-suffosion sinkholes, have shown, that the largest of them (diameter more than 30 m) are up to 5 - 10 thousand years, and the smaller size up to 2 - 3 thousand years. The marked karst forms - lakes, hollows and the depression reaching in diameter 200 - 300 m and more, were formed due to merging of separate forms and, most likely, have a long pre-Holocene history. The general procedure of regional probabilistic-deterministic assessment of …

Warning System For Natural Threats, Herbert Einstein, R. Sousa

Geohazards

Warning systems are an essential component of risk management for natural threats. They trigger active and/or passive countermeasures. This paper introduces the need for and use of warning systems through the review of recent major natural disasters (the Sumatra Tsunami, the 2005 Alpine Flood, the 2005 Hurricanes, Katrina and Rita) but also the potential flu pandemic. Positive and negative lessons are drawn from these cases. This is followed by a review of two specific warning systems which together with the preceding cases leads to a list of requirements for warning systems.

These reviews also show that it is desirable to …

On The Acceptable Risk For Structures Subjected To Geohazards, D. Diamantidis, S. Duzgun, F. Nadim, M. Wöhrle

Geohazards

Geohazards such as earthquakes or landslides represent a major risk to structures. In this contribution risk acceptance criteria for structures subjected to geohazards are reviewed. Especially the implementation of human safety and cost benefit considerations are discussed. Current trends in the definition of target safety criteria for structures subjected to earthquakes and landslides are presented and conclusions regarding codified criteria are drawn.

Evaluation Of Liquefaction Susceptibility For Microzonation And Urban Planning, Atilla Ansal, Gokce Tonuk

Geohazards

Various procedures were developed to evaluate liquefaction susceptibility of soil layers for implementing engineering remediation measures. The approach that has gained wide acceptance within the framework of urban planning is to establish microzonation maps with respect to liquefaction susceptibility to mitigate possible earthquake damage related to liquefaction. In this context, microzonation maps were produced recently for six municipalities in Turkey as a part of a major Pilot Project. Two variables are required for the assessment of liquefaction resistance of sandy soil layers; the seismic demand expressed in terms of cyclic stress ratio, CSR; and the capacity of the soil layers …

Instrumentation Of Flexible Buried Culvert Subjected To Rockfall Loading, R. Ebeltoft, J. O. Larsen, S. Nordal

Geohazards

Natural hazards, like avalanches and rock falls, will always be a major concern for infrastructure, i.e. roads and railways, in mountain areas. Several measures are available to protect this infrastructure, but especially in areas with steep slopes, rockfall- or avalanche galleries are commonly used. These structures, which are made to withstand high impact forces, can be made of reinforced/pre-stressed concrete culverts covered with soil. A possibly cheaper and equally safe alternative could be to use a buried corrugated steel culvert.

To investigate the use of buried corrugated steel culverts as rock fall protection structures an experimental study has been carried …