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for example three of this chapter of really given a flow net around underneath this hydraulic structure and we know the hydraulic conductivity of soil to calculate the total seepage loss per unit length and then the pore pressure at point a here so this is they say a direct application of flow net to solve for c ph problem and for this given flow net first the information we can get from this graph includes the upstream water table this is what we typically call each one and then downstream water table McConnell h2 here and for this particular setup the dancer in water table is actually at the level of the ground surface so this is your ground surface and weamp;#39;re going to put the datum at this downstream water table Iamp;#39;m going to put datum here for our calculation so the total head loss Cal capital H is h1 minus h2 in is 10 meters and also given this flow net we can get the number of flow channels because in F and for this flow net if we count this one two three four in fi