The document appears to be a report detailing the results of a triaxial compression test on a soil sample. It includes information such as the location and job number of the test, descriptions of the soil sample and test equipment used, and a table showing the deformation, load, stress, and strain values measured at regular intervals during the test. A graph is also included showing the relationship between stress and strain for the sample. The test was conducted to determine the mechanical properties and behavior of a soil under increasing compressive loads.
This document contains information and calculations for three assignments on flood routing:
1. It provides storage-outflow characteristics for a proposed reservoir and calculates the storage-outflow function for different discharge values.
2. It uses the level pool routing method to route a hydrograph through the reservoir from assignment 1 and determines the maximum reservoir discharge and storage.
3. It routes runoff from two subwatersheds (A and B) through a reservoir, providing the hydrographs and calculating the areas of subwatersheds A and B. The reservoir routing is done using the Muskingum method.
This document summarizes the results of a compaction test conducted on a soil sample. The test was performed at the CE building at Kasetsart University. Five trials were conducted to determine the water content of the soil, which ranged from 2.63% to 7.94%. Additional testing measured the wet and dry density of the soil at different water contents. The maximum dry density of 140.00 pcf occurred at the optimum water content of 7.00%.
1. Final update
KASETSART UNIVERSITY
UH and Design Flood
Recommended Updated
SDDM
9/16/2012
Quantitative understanding and prediction of the processes of runoff generation and its
transmission to the outlet represent one of the most basic and challenging areas of hydrology.
Traditional techniques for design flood estimation use historical rainfall-runoff data for unit
hydrograph derivation. Such techniques have been widely applied for the estimation of design flood
hydrograph at the sites of gauged catchment. For un gauged catchments, unit hydrograph may be
derived using either regional unit hydrograph approach or alternatively Geomorhological
Instantaneous Unit Hydrograph (GIUH) approach.