TAKES place all the time over the surface as overland flow and through the channels as open CHANNEL flow is surface runoff.Runoff = Direct runoff + Base flowDirect runoff : This is the part of runoff which immediately reaches the stream after precipitation. This includes surface runoff, prompt interflow and precipitation on the stream surface.Base flow = Total runoff - Direct runoffDirect Runoff hydrograph:(i) The hydrograph obtained after deducting the base flow from the flood hydrograph is known as DRH.Unit Hydrograph:(i) It is a DRH RESULTING from one unit depth of rainfall excess (Direct runoff) occurring uniformly over the basin at a uniform rate for a specified DURATION of ‘D’ hours.The theory of unit hydrograph was developed by Sherman in the year 1932 and assumptions are given below-1. Time invariance-According to this assumption the DRH for a given effective rainfall is always the same in the catchment IRRESPECTIVE of the time, when the rainfall or storm takes place.2. Linear response-This is the single most important assumption in the theory of unit hydrograph. According to this assumption any change in the input value is proportionately reflected in the output value.

"> TAKES place all the time over the surface as overland flow and through the channels as open CHANNEL flow is surface runoff.Runoff = Direct runoff + Base flowDirect runoff : This is the part of runoff which immediately reaches the stream after precipitation. This includes surface runoff, prompt interflow and precipitation on the stream surface.Base flow = Total runoff - Direct runoffDirect Runoff hydrograph:(i) The hydrograph obtained after deducting the base flow from the flood hydrograph is known as DRH.Unit Hydrograph:(i) It is a DRH RESULTING from one unit depth of rainfall excess (Direct runoff) occurring uniformly over the basin at a uniform rate for a specified DURATION of ‘D’ hours.The theory of unit hydrograph was developed by Sherman in the year 1932 and assumptions are given below-1. Time invariance-According to this assumption the DRH for a given effective rainfall is always the same in the catchment IRRESPECTIVE of the time, when the rainfall or storm takes place.2. Linear response-This is the single most important assumption in the theory of unit hydrograph. According to this assumption any change in the input value is proportionately reflected in the output value.

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A unit hydrograph has one unit of

Energy Engineering Hydrograph in Energy Engineering . 7 months ago

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Explanation:Hydrograph:(i) It is the graphical representation of runoff with time at the given point on the stream.Runoff:(i) It is defined as the flowing away of precipitation from a catchment.(ii) The flow which TAKES place all the time over the surface as overland flow and through the channels as open CHANNEL flow is surface runoff.Runoff = Direct runoff + Base flowDirect runoff : This is the part of runoff which immediately reaches the stream after precipitation. This includes surface runoff, prompt interflow and precipitation on the stream surface.Base flow = Total runoff - Direct runoffDirect Runoff hydrograph:(i) The hydrograph obtained after deducting the base flow from the flood hydrograph is known as DRH.Unit Hydrograph:(i) It is a DRH RESULTING from one unit depth of rainfall excess (Direct runoff) occurring uniformly over the basin at a uniform rate for a specified DURATION of ‘D’ hours.The theory of unit hydrograph was developed by Sherman in the year 1932 and assumptions are given below-1. Time invariance-According to this assumption the DRH for a given effective rainfall is always the same in the catchment IRRESPECTIVE of the time, when the rainfall or storm takes place.2. Linear response-This is the single most important assumption in the theory of unit hydrograph. According to this assumption any change in the input value is proportionately reflected in the output value.

Posted on 30 Nov 2024, this text provides information on Energy Engineering related to Hydrograph in Energy Engineering. Please note that while accuracy is prioritized, the data presented might not be entirely correct or up-to-date. This information is offered for general knowledge and informational purposes only, and should not be considered as a substitute for professional advice.

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