Slope Analysis Essay

One physical factor which causes differences in a volcanic hazard is the steepness of the volcano. If the volcanoes sides are of a steep gradient then the

The extent of the granites and their contacts with others are often heavily inferred. This was most often due to poor exposure. Usually the granite contacts were inferred from topographical changes instead of visible changes in rock type. Features such as clefts, also noticed by Raybould (1973), tree lines and waterfalls (due to the relatively poor permeability and greater hardness of the granite in comparison to the Meta-Limestone), were all used to map the Beinn an Dubhaich granite. The Inner Granite was signified by a steepening in slope angle and the

The lines would start by going up until it gets to 12 then would begin to bounce around from increase to decrease.

3) What do the rate of change values you just calculated represent? Why are some positive and some negative?

Windy Hill consists of many traits that make it a Green Hill themed level. There is green trees and small plant life, along with the checkerboard soil and tiny lakes. Some parts are underground in tube like areas. Sonic must use parkour to get through some of the vertical wall areas in these underground stages.

In the LULC/Soil/Slope tool box, the last option is slope tab. User has to select to number of slope classes for the watershed. Two options are available to define the slope discretization in the slope definition tool box. First one is single slope and second one is multiple slopes. If user select single slope in the tool box, it creates slope range class 0-999%, if user selects multiple slopes, the tool allows to create 5 classes. For the kaddam watershed five slope classes has been selected in the tool box. The classes are 1) 0-5% 2) 5-10% 3) 10-15% 4) 15-35% and 5) 35-9999%. The slope map of the kaddam shown in the

All i did for this one was basically calculate the slopes because I didn't want to over think the question. Based off the figures let's calculate the following slopes...

If they do not, but are within the acceptable margin of error of ±20√4=±40’’, each angle is corrected to create a sum of 360˚. For this project, the angles added to 360˚ 00’ 10’’. After each angle is corrected, angle 412 is 78˚31’03’’, angle 123 is 99˚01’23’’, angle 234 is 92˚32’21’’, and angle 341 is 89˚53’13’’. After using the Total Station, the Auto level is used to measure the elevations of each point. The known elevation outside of Powell is 380’. The Auto level is placed between each point to measure the backsight and foresight. Once all the points are measured, all the backsights and foresights can be measured with the difference taken to find the error. With this project, the error was -0.128’. Next, the pacing between each point must be taken to find the correction for each elevation with the equation, (distance from known elevation/total level network distance) X total error. The total pacing for the project is 235 steps with a pace of 2.31 feet per step. After the corrections, point 4 is 379.384’, point 3 is 378.182’, point 2 is 379.093’, and point 1 is 379.645’. A transit is used to find the true north from the magnetic

2. Using the protractor, measure the angle of the ramp making sure the angle of the ramp is 10˚.

9) Since you are plotting displacement on the y-axis and time on the x-axis, this is an example

The variable y represents the height h, and the variable x represents time t; also the coefficients a, b and c have the values:

The below shown highlighted screenshot is the comparison relaxation formula used to check at each edge.

The function in Figure 1 can be expressed as a simple equation: D  500   h  500  50 h ,

Depth of water: The amount of water will be changed by 1 cm for every data point. (There are 9) This will be measured in height in order to get the most accurate

3) Compute Mtheoretical for each value of h you measured. Tabulate h, Mactual, Mtheoretical, and other data you obtained.