Civil Engineering Media Gallery

This sample resume goes along with my article, Creating the Best Looking, Most Effective Engineering Resume . This is an example for an engineering professional with several years of experience. For further information, refer to the article.

This sample resume goes along with my article, Creating the Best Looking, Most Effective Engineering Resume . For further information, refer to the article.

This Excel spreadsheet template is for calculation of normal depth for a uniform open channel flow in a trapezoidal channel. With input of the channel bottom width, Manning roughness, side slope, and bottom slope, together with the water flow rate through the channel, the trial and error calculation of normal depth can be done. This Excel spreadsheet goes with the article, " Calculation of Normal Depth for Open Channel Flow with Excel Formulas...

The Excel formulas in this spreadsheet use S.I. units to calculate water flow rates for pipe sizes over a range of diameters from 12 to 150 mm and lengths from 1 to 30 m. The water flow rate calculations are for PVC pipe. This Excel spreadsheet template is associated with the article, "Excel Formulas to Calculate Water Flow Rates for Different Pipe Sizes," at: http://www.brighthub.com/engineering/civil/articles/73748.aspx

This Excel spreadsheet can be used for design of storm water drains with S.I. units. An orifice equation or a weir equation can be used to size a gutter inlet to handle the design storm water runoff flow rate. this spreadsheet is discussed in the article, " Excel Spreadsheets for Design of Storm Water Drains and Their Inlets ."

This Excel spreadsheet can be used for design of storm water drains with U.S. units. An orifice equation or a weir equation can be used to size a gutter inlet to handle the design storm water runoff flow rate. This spreadsheet is discussed in the article, " Excel Spreadsheets for Design of Storm Water Drains and Their Inlets ."

This Excel spreadsheet can be used for design of storm water drains with S.I. units. An orifice equation or a weir equation can be used to size a curb inlet to handle the design storm water runoff flow rate. This spreadsheet is discussed in the article, " Excel Spreadsheets for Design of Storm Water Drains and Their Inlets ."

This Excel spreadsheet can be used for design of storm water drains with U.S. units. An orifice equation or a weir equation can be used to size a curb inlet to handle the design storm water runoff flow rate. This spreadsheet is discussed in the article, " Excel Spreadsheets for Design of Storm Water Drains and Their Inlets ."

Activated sludge waste water treatment calculations can be made with the Excel formulas in this spreadsheet. S.I. units are used to calculate activated sludge wastewater treatment operational parameters based on several input parameters. This spreadsheet is discussed in the article, "Download Excel Spreadsheets for Activated Sludge Waste Water Treatment Calculations."

Activated sludge waste water treatment calculations can be made with the Excel formulas in this spreadsheet. U.S. units are used to calculate activated sludge wastewater treatment operational parameters based on several input parameters. This spreadsheet is discussed in the article, "Download Excel Spreadsheets for Activated Sludge Waste Water Treatment Calculations."

Activated sludge waste water treatment calculations can be made with the Excel formulas in this spreadsheet. S.I. units are used to calculate aeration tank volume based on several input parameters. This spreadsheet is discussed in the article, "Download Excel Spreadsheets for Activated Sludge Waste Water Treatment Calculations."

Activated sludge waste water treatment calculations can be made with the Excel formulas in this spreadsheet. U.S. units are used to calculate aeration tank volume based on several input parameters. This spreadsheet is discussed in the article, " Download Excel Spreadsheets for Activated Sludge Waste Water Treatment Calculations ."

This Excel spreadsheet template uses S.I. units to calculate the weir length needed to provide outlet flow control for a storm water detention pond. The outflow rate will be limited to no more than the pre-development watershed peak storm water runoff rate. This Excel spreadsheet is discussed in the article, "Design of Detention Pond Outlet Structures with Excel Spreadsheet Templates."

This Excel spreadsheet template uses S.I. units to calculate the orifice size needed to provide outlet flow control for storm water detention pond. The outflow rate will be limited to no more than the pre-development watershed peak storm water runoff rate. This Excel spreadsheet is discussed in the article, "Design of Detention Pond Outlet Structures with Excel Spreadsheet Templates."

This Excel spreadsheet template uses U.S. units to calculate the weir length needed to provide outlet flow control for a storm water detention pond. The outflow rate will be limited to no more than the pre-development watershed peak storm water runoff rate. This Excel spreadsheet is discussed in the article, "Design of Detention Pond Outlet Structures with Excel Spreadsheet Templates."

This Excel spreadsheet template uses U.S. units to calculate the orifice size needed to provide outlet flow control for storm water detention pond. The outflow rate will be limited to no more than the pre-development watershed peak storm water runoff rate. This Excel spreadsheet is discussed in the article, "Design of Detention Pond Outlet Structures with Excel Spreadsheet Templates."

This Excel spreadsheet template uses S.I. units to calculate the pipe diameter needed to provide outlet flow control for storm water detention pond. The outflow rate will be limited to no more than the pre-development watershed peak storm water runoff rate. This Excel spreadsheet is discussed in the article, "Design of Detention Pond Outlet Structures with Excel Spreadsheet Templates."

This Excel spreadsheet template uses U.S. units to calculate the pipe diameter needed to provide outlet flow control for storm water detention pond. The outflow rate will be limited to no more than the pre-development watershed peak storm water runoff rate. This Excel spreadsheet is discussed in the article, " Design of Detention Pond Outlet Structures with Excel Spreadsheet Templates ."

The Excel formulas in this spreadsheet calculate the volume needed for storm water detention ponds in S.I. units, using the Rational Hydrograph Model. Watershed time of concentration and peak storm water runoff rate are input parameters needed. This spreadsheet is discussed in the article, " Sizing of Storm Water Detention Ponds with Excel Formulas ."

The Excel formulas in this spreadsheet calculate the volume needed for storm water detention ponds in S.I. units, using the Loss of Natural Storage Model. Watershed time of concentration and peak storm water runoff rate are input parameters needed. This spreadsheet is discussed in the article, " Sizing of Storm Water Detention Ponds with Excel Formulas ."