Monday, May 13, 2013

New Research Idea : Selection of Conceptual Hydrologic Models for Estimating Runoff from Arid Watersheds


Abstract : 

The selection of ideal conceptual hydrologic model for prediction of surface runoff from any type of watershed is useful for the estimation of future hydrologic conditions of the basin.The predicted runoff is also important for design of hydraulic structure,preparation of watershed management plans ,disaster management etc. related activities.The future runoff will give an idea of future uncertainties that may trouble the watershed and its inhabitants.The hydrologic models which follows the basic physical laws of water balance to estimate the desired output cannot exactly estimate the runoff.There will be some differences with the actual situation and the predicted one.The deviations between the two is allowable but to a certain extent.There are many factors for this deviation.Some models are suitable for some specific types of watersheds.The availability of required dataset is also another important issue.The equalizing constants that are used to linearize interrelationships are also a factor for the error produced by the hydrologic model.That is why  selection of a suitable hydrologic model which can estimate at a desired accuracy under the restrictions imposed by the study watershed  and dataset availability is important for successful execution of projects involving runoff predictions.The present study tries to select a suitable hydrologic model based on the related factors and decision making algorithms for predicting surface runoff from an arid watershed.The decision making algorithms are popular for their impartial and scientific decision making based on historical,social and expert inputs.The advancements of such algorithms can be utilized to select an ideal hydrologic model which can minimize the error between the predicted and actual output.

Tools Utilized : AHP and Fuzzy,various hydrologic models

Keywords : hydrologic models,decision making algorithms,arid watershed.

Monday, April 15, 2013

Baipatra: Fractal Analysis

Baipatra: Fractal Analysis: Fractal Analysis is a relatively new concept for spatial analysis of a data pattern. Mainly used in detection of set of features in an im...

Saturday, March 23, 2013

Calculator of Design Factors of Pump Storage Plant

Different design factors of Pump Storage Plant can be calculated with the following software.

The software can help students,researchers,engineers to calculate the specific speed,submergence,Potential of Cavitation in the flow and efficiency of pumped storage plants along with the L/h ratio to find the economic requirements of the plant if Normal Speed,Generation and Pump Efficiency,frequency factor,gross head are known.

The Software can calculate :

Specific Speed from Normal Speed,Discharge and Gross Head
Submergence from Specific Speed and head
Overall Efficiency of Pumped Storage Plant from Generator and Pump Efficiency,k value,Gross Head and Discharge.
Potential of Cavitation is estimated from Critical Cavitation,Effective,Suction and Barometric head of water.
The economic requirements of the pumped storage plant can be estimated from dividing Length of Tail Race by Effective Head.Lesser is the ration more economical will be the Pump Storage Plant.

Calculate

Potential of KVL,KCL and Graph Theory for Finding loss in Pipe Networks

To find the loss of pressure or flow within a pipeline we can use the concept of graph theory and Mason Gain Formula where gain can be equivalent to flow resistance.

Kirchoff's Current and Voltage Law can also be used to solve pipe line problems where Voltage can be replaced by Tanks/Reservoirs,resistance by friction loss and current with flow of water.

The circuit losses like capacitance can be compared to surge tanks and inductance may be replaced by the eddy flows which often causes the hammering in the pipeline.

Such methods can easily determine the value of losses within a pipeline if flow and potential is known or vice-versa and necessary scale corrections are applied without the requirements of data and knowledge of computations.

Tuesday, March 12, 2013

Importance of Coordinate Systems in GIS

The first step in developing an interactive map linked to relevant data that you want to represent is to select the coordinate system with which you want to work.The tip is if you are working in a global scale use the global coordinate systems.

If you are working within a country use the local coordinate systems.If the scale of you work is within the district/state then use cadastral maps.

A single point can be represented by x and y axis of your paper,height and width of your room or even the global coordinate systems.Each of the representation will be correct but the resolution will be effected.In x and y axis of your paper the resolution will be best,in the height and width of your room resolution will be medium and in the global axis it will be poor.

That is why there are various types of coordinate systems and they are utilized based on the spatial scale at which you are working.

Classification of Neural Networks Part 1

The ANN networks can be classified based on direction of signal flow,training algorithms,activation functions,network topology etc.

All the neural networks can be classified into Supervised,Unsupervised and Reinforcement Class based on the learning method i.e.,training procedures it has adopted.With respect to direction of signal flow such kind of models can be grouped into feed-forward and feedback sub-groups.

Based on number of layers neural networks can be subdivided into Single,Multi-layer and Recurrent Neural Networks.

Monday, March 11, 2013

Reusing waste water from residential houses


Waste water from residential homes can be transferred to industries after natural purification.

In industry, quality of water is not important issue except degree of hardness which can corrode their instruments.This type of water may be supplied without following any treatment procedures.

This waste water can be used for washing purpose and may also as a raw material and thus reducing the demand for fresh water.