Learn What Is Photogrammetry And Its Various Applications

Learn What Is Photogrammetry And Its Various Applications

 

In this article, we are presenting a brief introduction to what is photogrammetry and its various applications for those who are new to this technology.

What is Photogrammetry?

In a straightforward language, Photogrammetry is a technology that combines photography and geometry. It has a significant impact on the current architectural works.

As the name implies, Photogrammetry is a 3-Dimensional coordinate measuring method that makes use of photographs as the primary medium for measurement. The classical definition of the Photogrammetry is the simple process of deriving metric information about an object through measurements made on the photograph of that object.

Furthermore, photogrammetry is the science or the art of making measurements from the photographs. It means the measuring of features on photographs.

Photogrammetry uses the fundamental principles of triangulation called as Aerial Triangulation. In this method, a photograph gets snap from at least two different locations called “Line of sight,” and it can develop from each camera to points on the object.
The mathematical intersection of these lines can generate the 3D coordinates of the points of interest.

History of Photogrammetry

The Photogrammetry method was initially in use by the Prussian Architect in 1867 who designed some of the earliest topographic maps and some elevation drawings. The photogrammetry service in the topographic mapping is well-established but in the current scenario, the application of photogrammetry is common in the fields of architecture, engineering, forensic, underwater, medicine and much more for the production of accurate 3D data.

The term photogrammetry describes from the three simple words:
‘Photo’ – Light
‘gram’ – Drawing
‘metry’ – Measurement
“Photogrammetry means Light Drawing Measurement”

The output of this method is typically a map, drawings, measurement or a 3D model of some real-world objects. Many of the maps we are using are generated with the help of this technique, while the photographs are taken from the aircrafts.

Application of Photogrammetry

The categorization of the photogrammetry is based on the camera location during the actual photography. On these terms, we have Aerial Photogrammetry, Terrestrial Photogrammetry and Space Photogrammetry.
Now let’s understand each application of Photogrammetry in detail.

Aerial Photogrammetry

In this type of photogrammetry, the cameras are launch on a machine that flies aircraft and therefore takes pictures. These pictures are useful in generating the measurements. In this case, for the statistical comparisons, at least two photos of the same object or surface are clicked. This type of photography uses special design planes.

The aircrafts fly over a preset piece of land, pointed with a particular landmark. The camera speed is controlling accordingly to the speed of the plane. Also, the height of the plane from the land is initially defined. The stereo-plotter (an instrument that allows an operator to view two photos at once in a stereo view) processes the photographs. The photographs are also useful in automation processing for Digital Elevation Model (DEM) creation.

Terrestrial Photogrammetry

It is this kind of Photogrammetry technique in which the camera is usable in a stationary position, and hence photographs need to capture from a fixed, known position on or near the ground. The camera tilt and other specifications are in command. Photo Theodolite is a unique instrument that utilizes in exploring the photographs.

Space Photogrammetry

The space photogrammetry adapts all the aspects of extraterrestrial photography as well as measurements wherein the camera is non-moving on the earth or place on artificial satellite or in the space.

The term Photo Interpretation is applicable to that branch of photogrammetry wherein aerial or terrestrial photographs utilize to calculate, analyze, classify and interpret images of objects that are visible on the photographs. As a result, Photogrammetry is a combination of measurement and interpretation of a particular object.

Advantages of Photogrammetry

Photogrammetry has numerous advantages that are beneficial in modern construction as well as various other sectors like:

  •  Covers large areas quickly.
  •  The photogrammetry technique is cost-efficient.
  •  The method is the easiest way to obtain or access information from the air.
  •  The photographic images illustrate great details.

Application of Photogrammetry

 

  •  To quickly verify the spatial positions of the ground objects.
  •  To prepare topographical maps (surveying/mapping).
  •  Helpful in Military/Artificial Intelligence.
  •  For the interpretation of Geology/Archaeology.
  •  Analysis of crop damages due to floods or other natural disasters.
  •  To prepare a composite picture of ground objects.
  • To relocate existing boundaries of properties.
  • Helpful in the field of medicine.

The photogrammetry can generate a data set that will help many organizations or the stakeholders, therefore, helping to create most efficient and effective plan for any construction project.

Laser Scanning Technology and Its Advantages in Construction Industry

Laser Scanning Technology and Its Advantages in Construction Industry

 

Laser Scanning is a method of collecting external data using a laser scanner which captures the actual distance of densely scanned points over a given object at breakneck speed. The process is usually known as a point cloud survey or as light detection and ranging (LIDAR, a combo of the words ‘light’ and ‘radar’).

Laser scanning is currently acquiring the impetus in the construction industry for its competency in helping Building Teams to collect tons of remarkably authentic information in a very short span of time. When done in a perfect way, Laser scanning can prove to be beneficial to all the involved parties in the life cycle of the project.

The laser scanning method can be used to create 3D representations that can be converted for use in 3D CAD modeling or BIM (Building Information Modeling).

While the construction industry is relatively gradual in adopting the newer technology, the designers and the construction professionals are challenging themselves to complete the project in rapid pace with the use technologies like BIM and custom-designed apps. The 3D laser scanning is less promoted technology in the adoption phase, though the AEC industry is now noticing the benefits of laser scanning can bring the boost in their projects.

Accuracy:

The laser scanning technology determines to be much quicker, more exact and inexpensive than the traditional survey measurement. The exactness of the process depends on the stability of the instrument base and the distance from the object.

Benefits of using the Laser Scanning Technology in Construction Industry

Laser Scanning has been a boon to the construction industry that allows obtaining a level of detail, accuracy which was not feasible with the other traditional methods. Let’s have a brief look at the benefits of implementing the Laser Scanning technology to build in a smarter way.

  1. Enhanced Planning and Designing

Using the laser scanning method, a tremendous boost in planning and designing is seen. The clashes between newly designed elements and existing conditions have been analyzed before the construction. The exactness of dimensions obtained from laser scans can also help improve planning by providing exact measurements for destruction and removal of components as well as assist in minimizing the waste materials.

  1. Reduction in cost and Schedule

It has been seen that the 3D scanning can curtail the total project cost by 5% to 7%. The scanning can be performed in minimal hours to a few days, depending on the site as compared to several weeks in the traditional data collection methods.

  1. Safety and Regulatory Agreement

The Laser scanning methods are often safer that the manual data collection method and are increasingly used to help satisfy with health, safety, and environmental responsibilities. The features such as remote sensing ability and quick data capture of the laser scanner trim the teams’ exposure to harmful environments. For example, when used in nuclear power plants, the laser scanner helps in reducing the size and the time of group’s exposure to the high radiation areas.

The laser scanning provides booming methods for surveying remote surfaces as well as complex geometrical surfaces are also surveyed with absolute ease. All the major providers of CAD 3D modeling and BIM have built compatibility that acknowledges their system to import the point cloud data into the 3D visual graphic material.

The use of drones with laser scanning has indeed become a recognized method of getting the exact detail of topography. LIDAR has been widely used for surveys from rail to the road vehicles. The instrument can easily operate at night when the targeted surfaces are less interfere with people and can produce outstanding accuracy.

What is 3D Concrete Printing? Its advantages and disadvantages

What is 3D Concrete Printing? It’s advantages and disadvantages

 

Imagine a 3D print you get, of your dream home before the actual construction starts, wow that’s amazing! You can then even make the changes if you wish to or can even design the better ideas. Yes, 3D printing proving to be a revolutionary tool in this behemoth world of construction technology and management.

The construction industry in today’s scenario is known for its ability to adapt quickly or frequently the new innovative ideas that can raise the building sector. One the most innovations in this area are 3D printing. Let’s have a close look at what 3D printing is and how can it be beneficial in transforming into a lean, responsive sector.

3D printing these days is gaining more and more traction and has potential to ease some of the aches of the construction technology and management industry. 3D printing, which is the domain of engineering possibly, could make an extreme change in the ways that our building structures are built. Yes, the 3D printing technique is being looked like a must-have technology in the construction industry.

First a quick look on…

What 3D Printing Means?

3D printing is a production method of creating solid objects from a digital source uploaded to a 3D printer. The printer intelligently reads the files and lays down consecutive layers of materials such as plastic, resins, concrete, sand, metals until the entire object is created.

Unlike inkjet printers, a 3D printer has containers of raw material, like plastic which forces out the exact patterns to lay down layers.

Currently, 3D printers are only used to create 3D models of structural designs, various prototypes, landscaping bricks or decorative components. Uses of 3D Printers in Construction Technology and Management

3D printers are already in use in the construction industry. Gigantic 3D printers have already been built that can use solid materials to manufacture a variety of the major structural components, even the whole buildings.

Initially, printers can only extrude one type of equipment at a time, but now with the advent in the technology world, more advanced printers have been built that can extrude multiple materials providing a significant level of speed and resilience that was not before.

The printers may manufacture wall sections that can snap together like Lego’s, or they may print formative stage that can be latterly filled to create a full-size wall. The printer can be shifted to a construction site to manufacture on demand.

Benefits of 3D Printing in Construction

The 3D printing benefits include:

  • Consumption of material is optimized.
  • Increases the ability to design a larger variety of customized homes and buildings.
  • The construction waste is saved.
  • Huge save in labour cost
  • Growth in productivity.
  • Faster construction.
  • Quality can be maintained.

Some disadvantages of 3D printing include:

  • Reduced employee number in theconstruction industryas the machine does most of the work.
  • A finite number of materials can be used since the printer cannot be able to print the required design in various materials.
  • Transportation of printers on job site becomes risky.
  • Any errors occur in a digital model can result in an uncertain situation on site during the printing or construction phase.

 

What is a Landslide?

 What is a Landslide?

 

Geologists, engineers, and other professionals often rely on unique and slightly differing definitions of landslides. This diversity in definitions reflects the complex nature of the many disciplines associated with studying landslide phenomena.

For our purposes, landslide is a general term used to describe the downslope movement of soil, rock, and organic materials under the effects of gravity and also the landform that results from such movement (please see figure 1 for an example of one type of landslide).

Figure 1. This landslide occurred at La Conchita, California, USA, in 2005. Ten people were killed. (Photograph by Mark Reid, U.S. Geological Survey.)

Varying classifications of landslides are associated with specific mechanics of slope failure and the properties and characteristics of failure types; these will be discussed briefly herein.

Figure 2. A simple illustration of a rotational landslide that has evolved into an earthflow. Image illustrates commonly used labels for the parts of a landslide (from Varnes, 1978, Reference 43).

There are a number of other phrases/terms that are used interchangeably with the term “landslide” including mass movement, slope failure, and so on. One commonly hears such terms applied to all types and sizes of landslides.
Regardless of the exact definition used or the type of landslide under discussion, understanding the basic parts of a typical landslide is helpful.

Figure 2 shows the position and the most common terms used to describe the unique parts of a landslide.

 

 

What are the Effects and Consequences of Landslides?

What are the Effects and Consequences of Landslides?

 

Landslide effects occur in two basic environments: the built environment and the natural environment. Sometimes there is intersection between the two; for example agricultural lands and forest lands that are logged.

Effects of Landslides on the Built Environment

Landslides affect manmade structures whether they are directly on or near a landslide. Residential dwellings built on unstable slopes may experience partial damage to complete destruction as landslides destabilize or destroy foundations, walls, surrounding property, and above-ground and underground utilities. Landslides can affect residential areas either on a large regional basis (in which many dwellings are affected) or on an individual site basis (where only one structure or part of a structure is affected). Also, landslide damage to one individual property’s lifelines (such as trunk sewer, water, or electrical lines and common-use roads) can affect the lifelines and access routes of other surrounding properties. Commercial structures are affected by landslides in much the same way residential structures are affected. In such a case, consequences may be great if the commercial structure is a common-use structure, such as a food market, which may experience an interruption in business due to landslide damage to the actual structure and (or) damage to its access roadways.

Fast-moving landslides such as debris flows are the most destructive type of landslide to structures, as they often occur without precursors or warnings, move too quickly for any mitigation measures to be enacted, and due to velocity and material are often very powerful and destructive. Fast-moving landslides can completely destroy a structure, whereas a slower moving landslide may only slightly damage it, and its slow pace may allow mitigation measures to be enacted. However, left unchecked, even slow landslides can completely destroy structures over time. Debris avalanches and lahars in steep areas can quickly destroy or damage the structures and lifelines of cities, towns, and (or) neighborhoods due to the fact that they are an extremely fast-moving, powerful force.

The nature of landslide movement and the fact that they may continue moving after days, weeks, or months preclude rebuilding on the affected area, unless mitigative measures are taken; even then, such efforts are not always a guarantee of stability.

One of the greatest potential consequences from landslides is to the transportation industry, and this commonly affects large numbers of people around the world. Cut and fill failures along roadways and railways, as well as collapse of roads from underlying weak and slide-prone soils and fill, are common problems. Rockfalls may injure or kill motorists and pedestrians and damage structures. All types of landslides can lead to temporary or long-term closing of crucial routes for commerce, tourism, and emergency activities due to road or rail blockage by dirt, debris, and (or) rocks . Even slow creep can affect linear infrastructure, creating maintenance problems.

Figure 1. A landslide on the Pan American Highway in El Salvador, Central America, near the town of San Vicente, in 2001. (Photograph by Ed Harp, U.S. Geological Survey.)

 

Figure 1 shows a landslide blocking a major highway. Blockages of highways by landslides occur very commonly around the world, and many can simply be bulldozed or shoveled away. Others, such as the one shown in figure 1, will require major excavation and at least temporary diversion of traffic or even closure of the road.

As world populations continue to expand, they are increasingly vulnerable to landslide hazards. People tend to move on to new lands that might have been deemed too hazardous in the past but are now the only areas that remain for a growing population. Poor or nonexistent land-use policies allow building and other construction to take place on land that might better be left to agriculture, open-space parks, or uses other than for dwellings or other buildings and structures. Communities often are not prepared to regulate unsafe building practices and may not have the legitimate political means or the expertise to do so.

Effects of Landslides on the Natural Environment

Landslides have effects on the natural environment:

  • The morphology of the Earth’s surface—mountain and valley systems, both • on the continents and beneath the oceans; mountain and valley morphologies are most significantly affected by downslope movement of large landslide masses;
  • The forests and grasslands that cover much of the continents; and
  • The native wildlife that exists on the Earth’s surface and in its rivers, lakes, • and seas.
    Figures 2, 3, and 4 show the very large areal extent of some landslides and how they may change the face of the terrain, affecting rivers, farmland, and forests.

Figure 2. The active volcano, Mount Shasta in California, USA. Note the landforms in the foreground, caused by a debris avalanche that occurred about 300,000 years ago. The debris avalanche traveled great distances from the volcano and produced lasting landform effects that can still be seen today. (Photograph by R. Crandall, U.S. Geological Survey.)

 

Figure 3. View looking downstream at the confluence of the Río Malo (flowing from lower left) and the Río Coca, northeastern Ecuador, in South America. Both river channels have been filled with sediment left behind by debris flows triggered by the 1987 Reventador earthquakes. Slopes in the area had been saturated by heavy rains in recent days before the earthquake. Debris/earth slides, debris avalanches, debris/mudflows, and resulting floods destroyed about 40 kilometers of the Trans-Ecuadorian oil pipeline and the only highway from Quito. (Photograph by R.L. Schuster, U.S. Geological Survey; information from Reference 32.)

 

Figure 4. The Slumgullion landslide, Colorado, USA. This landslide (formally referred to also as an earthflow) dammed the Lake Fork of the Gunnison River, which flooded the valley and formed Lake Cristobal. (Photograph by Jeff Coe, U.S. Geological Survey.)

Forest, grasslands, and wildlife often are negatively affected by landslides, with forest and fish habitats being most easily damaged, temporarily or even rarely, destroyed. However, because landslides are relatively local events, flora and fauna can recover with time. In addition, recent ecological studies have shown that, under certain conditions, in the medium-to-long term, landslides can actually benefit fish and wildlife habitats, either directly or by improving the habitat for organisms that the fish and wildlife rely on for food.

The following list identifies some examples of landslides that commonly occur in the natural environment:

  • Submarine landslide is a general term used to describe the downslope mass movement of geologic materials from shallower to deeper regions of the ocean. Such events may produce major effects to the depth of shorelines, ultimately affecting boat dockings and navigation. These types of landslides can occur in rivers, lakes, and oceans. Large submarine landslides triggered by earthquakes have caused deadly tsunamis, such as the 1929 Grand Banks (off the coast of Newfoundland, Canada) tsunamis.
  • Coastal cliff retreat , or cliff erosion, is another common effect of landslides on the natural environment. Rock-and-soil falls, slides, and avalanches are the common types of landslides affecting coastal areas; however, topples and flows also are known to occur. Falling rocks from eroding cliffs can be especially dangerous to anyone occupying areas at the base of cliffs, or on the beaches near the cliffs. Large amounts of landslide material can also be destructive to aquatic life, such as fish and kelp, and the rapid deposition of sediments in water bodies often changes the water quality around vulnerable shorelines.
  • Landslide dams  can naturally occur when a large landslide blocks the flow of a river, causing a lake to form behind the blockage. Most of these dams are short-lived as the water will eventually erode the dam. If the landslide dam is not destroyed by natural erosional processes or modified by humans, it creates a new landform—a lake. Lakes created by landslide dams can last a long time, or they may suddenly be released and cause massive flooding downstream.

There are many ways that people can lessen the potential dangers of landslide dams, and some of these methods are discussed in the safety and mitigation sections of this volume. Figure 32 shows the Slumgullion landslide one of the largest landslides in the world—the landslide dam it has formed is so large and wide, that it has lasted 700 years.

Source : The Landslide Handbook—A Guide to Understanding Landslides

Bridge Bearings – POT BEARINGS

Bridge Bearings – POT BEARINGS

 

What are Bearings ?

Bearings are mechanical systems which transmit loads from the superstructure to the substructure. In a way, bearings can be thought of as the interface between the superstructure and the substructure.

Their principal functions are as follows:

1.To transmit loads from the superstructure to the substructure, and

2.To accommodate relative movements between the superstructure and
the substructure.

Types of Bearings:

Bearings may be classified in two categories:

1.Fixed bearings (allow rotations only)

2.Expansion bearings (allow both rotational and translational movements)

Following are the principal types of bearings currently in use:

1.Sliding Bearings

2.Rocker and Pin Bearings

3.Roller Bearings

4.Elastomeric Bearings

5.Curved Bearings

6.Pot Bearings

7.Disk Bearings

Pot Bearings

A pot bearing comprises a plain elastomeric disk that is confined in a shallow steel ring, or pot. Vertical loads are transmitted through a steel piston that fits closely to the steel ring (pot wall).

Translational movements are restrained in a pure pot bearing, and the gravity loads are transmitted through the steel piston moving against the pot wall. To accommodate translational movement, a PTFE sliding surface must be used. Keeper plates are often used to keep the superstructure moving in one direction.

Types of Pot Bearings

In general, the movement accommodated by fixed and expansion bearings can be classified by the following:

  1. Fixed bearings allow for rotation only
  2. Guided expansion bearings allow for rotation and longitudinal translation only
  3. Multi-directional expansion bearings (sliding bearings) allow for rotation and translation in any direction

Figure 1 : Types of Por Bearings

Fixed Pot-Bearings

A non-reinforced elastomer is placed between a precisely milled steel pot and a cylindrical lid.

Vertical loads are transmitted through a steel piston that fits closely to the steel pot wall. Flat sealing rings are used to contain the elastomer inside the pot. The elastomer behaves like a viscous fluid within the pot as the bearing rotates. Because the elastomeric pad is confined, much larger load can be carried this way than through conventional elastomeric pads.

Figure 2 : Fixed Pot-Bearings

Guided Pot-Bearings

A Uniaxial Displaceable Pot Bearing (Guided Pot Bearing) releases the lateral movements of bridge in any one direction utilizing a guide on the lid and a guiding groove in the gliding plate.

The gliding ability is accomplished by the embedded PTFE (Teflon®) disc and the gliding austenitic steel, which is welded onto the bottom of the gliding plate.

Figure 3 : Guided Pot-Bearings

Sliding Pot-Bearings

The Multiaxial Displaceable Pot Bearing (Sliding Pot Bearings) releases lateral movements of the bridge in all directions.

The gliding ability is accomplished by the embedded PTFE (Teflon®) disc and the gliding austenitic steel, which is welded onto the bottom of the gliding plate.

Figure 4 : Slidin Pot-Bearings

Components of Pot-Bearing

Figure 5 : Components of Pot-Bearing (Fixed Pot-Bearing)

Figure 6 : Components of Pot-Bearing (Guided Pot-Bearing)

 

Bearing Schedule

First, the vertical and horizontal loads, the rotational and translational movements from all sources including dead and live loads, wind loads, earthquake loads, creep and shrinkage, prestress, thermal and construction tolerances need to be calculated. Then, the table below may be used to tabulate these requirements.

 

Table 1 : Bearing Schedule Requirements

 

Installation of Pot-Bearing

Figure 7 : Steps to install Pot-Bearings

Figure 8 :Installation oof Pot-Bearings

 

SHRINKAGE AND CREEP EFFECTS ON BRIDGE DESIGN

SHRINKAGE AND CREEP EFFECTS ON BRIDGE DESIGN

 

SHRINKAGE:

Shrinkage cracks in concrete occur when excess water evaporates out of the hardened concrete, reducing the volume of the concrete.

CREEP:

Deformation of structure under sustained load. It’s a time dependent phenomenon. This deformation usually occurs in the direction the force is being applied. Like a concrete column getting more compressed, or a beam bending.
Creep does not necessarily cause concrete to fail or break apart. Creep is factored in when concrete structures are designed.

SHRINKAGE EFFECTS:

  • The shrinkage of the prestressed beam is different from the shrinkage of the deck slab.
  • This is due to the difference in age beam and slab therefore the differential shrinkage induce stresses in prestress composite beams.
  • Larger shrinkage of deck causes composite beams to sag.

DIFFERENTIAL SHRINKAGE :

  • Differential shrinkage between Slab and PS Beams creates internal stresses. It is assumed that half the total shrinkage of the beam has taken before the slab is cast.
  • The effect of differential shrinkage will be reduce by creep. Allowance is made for this in the calculation by using creep coefficient φ.
  • Φ (creep coefficient)= 0.43. Refer BS 8110 Clause 7.4.3.4
  • DIFFERENTIAL SHRINKAGE STRAIN:

έDS= 0.5 x (-300×10-6)

Refer BS 8110 Clause 7.4.3.4 Table 29

  • RESTRAINING FORCE:

 

RF = έDS x Ec x A(slab) x φ

  • RESTRAINING MOMENT:

RM = RF x eccentricity

Eccentricity = y top of composite section – half of slab thicknes

  • CALCULATION OF INTERNAL STRESSES

Restrained Stress (RS) = έDS x Ec x Ф

Axial Release (AR) = RF / X-sec area

Moment Release (MR) = RM x y / inertia

(for top and bottom stresses)

  • NET STRESSES:
  • TOP STRESSES:

Σ(RS , AR , MR)

  • BOTTOM STRESSES:

Σ(MR , AR)

CREEP EFFECTS:

  • We know creep are deformation under the sustained load as in case of prestressed beams prestressing load is applied at the bottom cause the deformation in upward direction and due to creep effect as time passes through long term deflections in upward direction is increases.
  • For camber calculation longterm deflection factors

Dead = 2.0, SDL = 2.3, Prestressing = 2.2

  • This increase in upward direction of simple span beam is not accompanied by stress in beam since there is no rotational restraint of the beam ends.
  • When simple span beam are made continuous through connection at intermediate support, the rotation at the end of the beam tend the creep to induce the stresses.

Types of Dams, advantages, disadvantages and classification

Types of Dams, advantages, disadvantages and classification

 

What is a Dam?

A dam is a structure built across a stream, river or estuary to retain water. Dams are made from a variety of materials such as rock, steel and wood.

 

Structure of Dams:

Fig 1 : Structure of Dams

 

Definitions:

  • Heel: contact with the ground on the upstream side
  • Toe: contact on the downstream side
  • Abutment: Sides of the valley on which the structure of the dam rest.
  • Galleries: small rooms like structure left within the dam for checking operations.
  • Spillways: It is the arrangement near the top to release the excess water of the reservoir to downstream side
  • Sluice way: An opening in the dam near the ground level, which is used to
    clear the silt accumulation in the reservoir side.

 

Advantages of Dams:

 

  • Dams gather drinking water for people -> Water Supply
  • Dams help farmers bring water to their farms -> Irrigation
  • Dams help create power and electricity from water -> Hydroelectric
  • Dams keep areas from flooding -> Flood Control
  • Dams create lakes for people to swim in and sail on -> Recreation & Navigation

 

Disadvantages of Dam

 

  • Dams detract from natural settings, ruin nature’s work
  • Dams have inundated the spawning grounds of fish
  • Dams have inhibited the seasonal migration of fish
  • Dams have endangered some species of fish
  • Dams may have inundated the potential for archaeological findings
  • Reservoirs can foster diseases if not properly maintained
  • Reservoir water can evaporate significantly
  • Some researchers believe that reservoirs can cause earthquakes.

 

Classification of Dams

Classification based on function

  • Storage Dam
  • Detention Dam
  • Diversion Dam
  • Coffer Dam
  • Debris Dam

Classification based on hydraulic design

  • Overflow Dam/Overfall Dam
  • Non-Overflow Dam

Classification based on material of construction

  • Rigid Dam
  • Non Rigid Dam

Classification based on structural behavior

  • Gravity Dam
  • Arch Dam
  • Buttress Dam
  • Embankment Dam
  • Rock-fill dam

 

1 – Gravity dams

Gravity dams are dams which resist the horizontal thrust of the water entirely by their own weight.
Concrete gravity dams are typically used to block streams through narrow gorges.
Material of Construction:
Concrete, Rubber Masonry

Fig 2 : Example of Gravity Dam Design

Fig 3 : The Grande Dixence Dam in 2004, facing west and Mont Blava (Source Wikipidea)

2- Arch Dam

An arch dam is a curved dam which is dependent upon arch action for its strength.
Arch dams are thinner and therefore require less material than any other type of dam.
Arch dams are good for sites that are narrow and have strong abutments.

Fig 4 : Jinping-I Dam also known as the Jinping-I Hydropower Station or Jinping 1st Cascade

Fig 5 : Typical vertical elements of Arch dams

 

3- Buttress Dam

Buttress dams are dams in which the face is held up by a series of supports.
Buttress dams can take many forms – the face may be flat or curved.
Material of Construction: Concrete, Timber, Steel

Fig 6 : Design of buttress Dam

Fig 7 : Roselend Dam in France

Read more about butress dams

4- Embankment Dam

Embankment dams are massive dams made of earth or rock.
They rely on their weight to resist the flow of water.
Material of Construction: Earth, Rock

Fig 8: Embankment Dam Design

Fig 9 : Cross-sectional view of a typical earthen embankment dam

 

 

5- Rock-fill dam

These types of dams are made out of rocks and gravel and constructed so that water cannot leak from the upper stream side and through the middle of the structure. It is best suited in the area where rocks are around.

 

Fig 10 : Mohale Dam, Lesotho: highest concrete-face rock-fill dam in Africa

 

 

 

 

How LiDAR is Being Used to Help With Natural Disaster Mapping and Management

How LiDAR is Being Used to Help With Natural Disaster Mapping and Management

 

Michael Shillenn, vice president and program manager with Quantum Spatial outlines three projects where LiDAR data from the USGS 3D Elevation Program (3DEP) has been used to assist in planning, disaster response and recovery, and emergency preparedness.  

This month the United States Geological Survey (USGS) kicks off the fourth year of its grant process that supports collection high-resolution topographic data using LiDAR under its 3D Elevation Program (3DEP). The 3DEP program stemmed from the growing national need for standards-based 3D representations of natural and constructed above-ground features, and provides valuable data and insights to federal and state agencies, as well as municipalities and other organizations across the U.S. and its territories.

With geospatial data collected through 3DEP, these agencies and organizations can mitigate flood risk, manage infrastructure and construction projects, conserve national resources, mitigate hazards and ensure they are prepared for natural and manmade disasters.

Here’s a look at three projects undertaken by Quantum Spatial Inc. on behalf of various government agencies, explaining how the LiDAR data collected has been used to support hurricane recovery and rebuilding efforts, provide risk assessments for potential flooding and address potential volcanic hazards.

Hurricane Sandy Disaster Response and Recovery

Hurricane Sandy was one of the deadliest and most destructive hurricanes of the 2012 Atlantic hurricane season, impacting 24 states, including the entire Eastern seaboard from Florida to Maine. The Disaster Relief Appropriations Act of 2013 enabled the USGS and National Oceanic and Atmospheric Administration (NOAA) to support response, recovery and mitigation of damages caused by Hurricane Sandy.

As a result, USGS and NOAA coordinated the collection of high-resolution topographic and bathymetric elevation data using LiDAR technology along the eastern seaboard from South Carolina to Rhode Island covering coastal and inland areas impacted by the storm. This integrated data is supporting scientific studies related to:

  • Hurricane recovery and rebuilding activities;
  • Vulnerability assessments of shorelines to coastal change hazards, such as severe storms, sea-level rise, and shoreline erosion and retreat;
  • Validation of storm-surge inundation predictions over urban areas;
  • Watershed planning and resource management; and
  • Ecological assessments.

The elevation data collected during this project has been included in the 3DEP repository, as well as NOAA’s Digital Coast — a centralized, user-friendly and cost-effective information repository developed by the NOAA Office for Coastal Management for the coastal managers, planners, decision-makers, and technical users who are charged to manage the nation’s coastal and ocean resources to sustain vibrant coastal communities and economies.

In this image, you’ll see a 3D LiDAR surface model colored by elevation centered on the inlet between Bear and Browns Island, part of North Carolina’s barrier islands south of Emerald Isle in Onslow Bay. The Back Bay marshlands and Intercostal Waterway also are clearly defined in this data.

3D LiDAR surface model colored by elevation centered on the inlet between Bear and Browns Island, part of North Carolina’s barrier islands south of Emerald Isle in Onslow Bay.

Flood Mapping and Border Security along the Rio Grande River

Not only is flooding one of the most common and costly disasters, flood risk also can change over time as a result of development, weather patterns and other factors. The Federal Emergency Management Agency (FEMA) works with federal, state, tribal and local partners across the nation to identify and reduce flood risk through the Risk Mapping, Assessment and Planning (Risk MAP) program. Risk MAP leverages 3DEP elevation data to create high-quality flood maps and models. The program also provides information and tools that help authorities better assess potential risk from flooding and supports planning and outreach to communities in order to help them take action to reduce (or mitigate) flood risk.

This image depicts a 3D LiDAR surface model, colored by elevation, for a portion of the City of El Paso, Texas. U.S. and Mexico territory, separated by the Rio Grande River, is shown. Centered in the picture is the Cordova Point of Entry Bridge crossing the Rio Grande. The US Customs and Border Protection, El Paso Port of Entry Station is prominently shown on the north side of the bridge. Not only does this data show the neighborhoods and businesses that could be impacted by flooding, but also it provides up-to-date geospatial data that may be valuable to border security initiatives.

3D LiDAR surface model, colored by elevation, for a portion of the City of El Paso, Texas. U.S. and Mexico territory, separated by the Rio Grande River

Disaster Preparedness Around the Glacier Peak Volcano

The USGS has a Volcano Hazards Program designed to advance the scientific understanding of volcanic processes and lessen the harmful impacts of volcanic activity. This program monitors active and potentially active volcanoes, assesses their hazards, responds to volcanic crises and conducts research on how volcanoes work.

Through 3DEP, USGS acquired LiDAR of Glacier Peak, the most remote, and one of the most active volcanoes, in the state of Washington. The terrain information provided by LiDAR enables scientists to get accurate view of the land, even in remote, heavily forested areas. This data helps researchers examine past eruptions, prepare for future volcanic activity and determine the best locations for installing real-time monitoring systems. The LiDAR data also is used in the design of a real-time monitoring network at Glacier Peak in preparation for installation in subsequent years, at which time the USGS will be able to better monitor activity and forecast eruptions.

This image offers a view looking southeast at Glacier and Kennedy Peaks and was created from the gridded LiDAR surface, colored by elevation.

3D LiDAR surface model of a view looking southeast at Glacier and Kennedy Peaks.

 

Source : www.gislounge.com

Convert PDF to AutoCAD DWG Free

Convert PDF to AutoCAD DWG Free

 

Don’t waste your time and money on any paid or sometimes free online resources and software. Now converting PDF document to editable AutoCAD DWG format file is just a matter of seconds. You will be able to convert PDF to DWG by using just one AutoCAD Command.

 

PDFIMPORT Command in AutoCAD

When AutoCAD 2017 was released, it included one of the most necessary functionality PDFIMPORT. AutoCAD provides the simplest one-click method to convert your PDF to AutoCAD. PDFIMPORT command is used as a permanent PDF Converter for AutoCAD drawings. By using PDFIMPORT command, it is now easily possible to import PDF content material directly into AutoCAD drawings. The text turns into editable text and Lines will become editable geometry. AutoCAD supports complex geometry conversion from PDF to DWG format. The kind of the actual PDF primarily controls the accuracy of the following AutoCAD content, so consequences can also range. Moreover, PDF underlays in drawings created with preceding AutoCAD releases may be converted into editable drawing geometry by the use of PDFIMPORT command.

The use of PDFIMPORT with PDF produced from scanned pix/files will bring about the creation of a raster picture document, which is then attached to the drawing as an xref. The raster imagery will no longer be converted into editable geometry. It can be used for tracing the drawing objects accordingly.

How to Convert PDF to AutoCAD By using PDFIMPORT Command

Follow these simple steps for converting a PDF file to editable AutoCAD drawing;

Type PDFATTACH command in the command line to browse and attach the PDF file that you want to change to an AutoCAD drawing.

AutoCAD Attach PDF Underlay

In the next window select the required page number from pdf file. Only that one page will be imported as an underlay into this drawing.

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Just type the command PDFIMPORT or click on the PDF attachment. The top ribbon of AutoCAD interface will be changed to PDF Underlay section. Click on “Import as Objects” button. This option is used to import the PDF file or a particular part of the PDF attached file as editable AutoCAD objects.

PDF Import Settings

When PDFIMPORT command is initiated, three options can be seen on the command line [Polygon, All and Settings]. By selecting the Polygon option, you will be able to draw a closed polygon in the drawing to choose the part of PDF drawing to bring into this drawing as AutoCAD objects. The whole of the underlay is converted to AutoCAD if “All” option is selected. PDF Import Settings can be accessed by selecting the “Settings” option on the command line.

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In PDF Import Settings window you can select the type of data that will be imported into this drawing, i.e., vector geometry, True Type text, and raster images. You can also assign the layers to imported objects.

If the PDF underlay drawing includes raster images, these images will be extracted as png files to a specified folder and then attached to the current drawing as an underlay.

You can change the location of these raster images by clicking on the Options button and then follow these steps to change the location of the raster images folder according to your workflow.

PDFIMPORT PDF Images Location Settings how to convert pdf to dwg in AutoCAD 2017,

After clicking on OK and then selecting one of the options as per your convenience Polygon or All, new commands [Keep, Detach, Unload] are shown on the command line. Select any of these commands as you like the PDF Underlay to behave after conversion.

When the command is completed, the selected objects in the PDF Underlay are imported as editable AutoCAD objects enabling you to save this data as DWG or DXF file format and editing.

 

Source : freecadtipsandtricks.com

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