/n UNIVERSITY OF LIVERPOOL Soil 1 description: fine sand very dense > 50, Brown, Dry sample mass: 1427 g PMB Lab Script // CIVE120 Angular uniform Flow distance (length) (cm) Pressure head (cm) Head loss (cm) Flow Time Flow volume Flow rate (cm³/s) (s) rate (ml = cm³) Flow velocity (m/s) Hydraulic gradient AL12 AL23 AL13 h₁ hz h3 Ah 12 Ah23 Ah13 Vol t Q = Vol/t q=Q/A İ13 = Ah 13/AL13 Low 5.5 5.5 11 91 58.5 12 32,5 46,5 79 145 30 4.83 Medium 5.5 5.5 11 93 585 11.5 34.5 47 81.5 140 30 466 High 5.5 5.5 194 61 15 35 46 79 140 $1 4.51 Soil 2 description: coarse sand Dense, 30-50, yellow, Brown, Angular, uniform Dry sample mass: Flow rate 1414 Flow distance (length) g Pressure head (cm) Head loss (cm) Flow volume (ml = cm³) h3 Ah12 Ah23 Ah13 Flow rate Time Flow velocity Hydraulic gradient (cm) AL12 AL23 AL13 h₁ h₂ 57 10 85.551 37 34.5 5 Low 5 Medium 5 High 55 Vol 14 485 205 b) (5) (cm³/s) M t Q = Vol/t 30 6.83 108857 405 31 16.5 47.5 190 32 5.93 M 10 90 60 45 30 15 45 170m/30 5.66 1090 (m/s) 9= Q/A i13 = Ah13/AL13 5 Scanned with CamScanner