This document appears to be a precipitation data table containing information about rainfall measurements from multiple stations over time. It includes data like precipitation amounts, durations of rainfall, enclosed areas measured, and station weights. The table has information broken out by line, zone, station, time of observation, and accumulated rainfall amounts at different time intervals.
This document contains runoff data from the Ban Yan Din Daeng watershed in Surat Thani, Thailand from 1969 to 2006. It shows the monthly and annual runoff in million cubic meters (MCM) and cubic meters per second (CMS). Runoff was highest from September to November and lowest from February to April. On average, annual runoff was 3758.20 MCM or 119.17 CMS, but varied significantly from year to year.
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 appears to be a precipitation data table containing information about rainfall measurements from multiple stations over time. It includes data like precipitation amounts, durations of rainfall, enclosed areas measured, and station weights. The table has information broken out by line, zone, station, time of observation, and accumulated rainfall amounts at different time intervals.
This document contains runoff data from the Ban Yan Din Daeng watershed in Surat Thani, Thailand from 1969 to 2006. It shows the monthly and annual runoff in million cubic meters (MCM) and cubic meters per second (CMS). Runoff was highest from September to November and lowest from February to April. On average, annual runoff was 3758.20 MCM or 119.17 CMS, but varied significantly from year to year.
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%.
The document provides calculations to determine various properties of coastal waves based on given wave parameters of period (T)=8s, height (H)=1.5m, and water depth (d)=6m. It is determined that:
1) The wave length (L) in 6m of water is 61.37m.
2) The wave number (k) is 0.10.
3) The velocity of wave propagation (C) is 7.17 m/s.
4) The group velocity (CG) and wave power are also calculated.
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%.
The document provides calculations to determine various properties of coastal waves based on given wave parameters of period (T)=8s, height (H)=1.5m, and water depth (d)=6m. It is determined that:
1) The wave length (L) in 6m of water is 61.37m.
2) The wave number (k) is 0.10.
3) The velocity of wave propagation (C) is 7.17 m/s.
4) The group velocity (CG) and wave power are also calculated.
