Find: Vwater[gal] you need to add

Slides:



Advertisements
Similar presentations
Mix Design Concrete School
Advertisements

Solve an equation using subtraction EXAMPLE 1 Solve x + 7 = 4. x + 7 = 4x + 7 = 4 Write original equation. x + 7 – 7 = 4 – 7 Use subtraction property of.
Borrow & Fill Computations. Cut and Fill Slopes FHWA, 2004.
Example 1 Solving Two-Step Equations SOLUTION a. 12x2x + 5 = Write original equation. 112x2x + – = 15 – Subtract 1 from each side. (Subtraction property.
Use the substitution method
Solve Linear Systems by Substitution January 28, 2014 Pages
Stress Distribution and all of its mysteries. I. The Bulb of Pressure Force.
Civil Engineering Department College of Engineering Course: Soil and Rock Mechanics (CE 260) Lecturer: Dr. Frederick Owusu-Nimo.
Converting Customary Units
Example: Solve the equation. Multiply both sides by 5. Simplify both sides. Add –3y to both sides. Simplify both sides. Add –30 to both sides. Simplify.
Water - Cement Ratio.
5. WEIGHT VOLUME RELATIONSHIPS
1.1 COMPONENTS OF SOILS In natural occurrence, soils are three-phase systems consisting of soil solids, water and air. It is important to know the void.
Find: max L [ft] 470 1,330 1,780 2,220 Pmin=50 [psi] hP=130 [ft] tank
Find: y1 Q=400 [gpm] 44 Sand y2 y1 r1 r2 unconfined Q
Find: The Lightest I Beam
Find: QC [L/s] ,400 Δh=20 [m] Tank pipe A 1 pipe B Tank 2
Find: DOB mg L A B C chloride= Stream A C Q [m3/s]
Find: Q gal min 1,600 1,800 2,000 2,200 Δh pipe entrance fresh water h
Find: Phome [psi] 40 C) 60 B) 50 D) 70 ft s v=5 C=100
Ratios 4 Possible Ways to Write a Ratio #1
Find: u [kPa] at point B D C B A Water Sand Silt Aquifer x
Find: sc 0.7% 1.1% 1.5% 1.9% d b ft3 Q=210 s b=12 [ft] n=0.025
Find: c(x,t) [mg/L] of chloride
Find: P4,gauge [lb/in2] Liquid S.G. P1,abs=14.7 [lb/in2] A 1.20
Find: QBE gal min 2, A F B Pipe AB BC CD DE EF FA BE C
Find: the soil classification
Find: f(4[hr]) [cm/hr] saturation 0% 100%
Find: 30 C mg L θd=1.047 Kd,20 C=0.11 [day-1]
Find: ρc [in] from load after 2 years
Find: minimum # of stages
Find: FCD [kN] 25.6 (tension) 25.6 (compression) 26.3 (tension)
Find: Qpeak [cfs] Time Unit Rainfall Infiltration
Find: 4-hr Unit Hydrograph
MEASUREMENT.
Find: V [ft/s] xL xR b b=5 [ft] xL=3 xR=3 ft3 s
Find: R’ [ft] A V’ V CAB=1,000 [ft] LV’V=20 [ft] I=60 B’ B
Find: min D [in] = P=30,000 people 18+P/1000 PF= 4+P/1000
γdry=110 Find: VTotal[ft3] of borrowed soil Fill VT=10,000 [ft3]
Find: Dc mg L at 20 C [mg/L] Water Body Q [m3/s] T [C] BOD5 DO
Find: Mmax [lb*ft] in AB
Find: max d [ft] Qin d ψ = 0.1 [ft] Δθ = 0.3 time inflow
Find: the soil classification
Find: Qp [cfs] tc Area C [acre] [min] Area Area B A
Find: AreaABC [ft2] C A B C’ 43,560 44,600 44,630 45,000
Find: STAB I1=90 C 2,500 [ft] 2,000 [ft] B D A curve 1 R1=R2 F curve 2
Find: Omax [cfs] Given Data 29,000 33,000 37,000 41,000 inflow outflow
Find: Qp [cfs] shed area tc C 1,050 1,200 1,300 1,450 A B C Q [acre]
Find: Bearing Capacity, qult [lb/ft2]
Find: Daily Pumping Cost [$]
Find: hmax [m] L hmax h1 h2 L = 525 [m]
Find: Mg S O4 mg (hypothetical) L Ca2+ SO4 Mg2+ Na+ - HCO3 Cl- Ion C
Find: % of sand in soil sieve # mass retained [g] 60% 70% 80% D) 90% 4
MEASUREMENT.
Find: LBC [ft] A Ax,y= ( [ft], [ft])
Find: Q [L/s] L h1 h1 = 225 [m] h2 h2 = 175 [m] Q
Find: cV [in2/min] Deformation Data C) 0.03 D) 0.04 Time
Find: wc wdish=50.00[g] wdish+wet soil=58.15[g]
Find: αNAB N STAB=7+82 B STAA= D=3 20’ 00” A O o o
Find: hL [m] rectangular d channel b b=3 [m]
Find: Time [yr] for 90% consolidation to occur
Find: hT Section Section
Find: Saturation, S 11% d=2.8 [in] 17% 23% 83% L=5.5 [in] clay
Find: STAC B C O A IAB R STAA= IAB=60
Find: LL laboratory data: # of turns Wdish [g] Wdish+wet soil [g]
Find: z [ft] z 5 8 C) 10 D) 12 Q pump 3 [ft] water sand L=400 [ft]
Find: CC Lab Test Data e C) 0.38 D) 0.50 Load [kPa] 0.919
Find: Pe [in] N P=6 [in] Ia=0.20*S Land use % Area
Find: M [k*ft] at L/2 A B w 5 w=2 [k/ft] 8 21 L=10 [ft] 33 L
MEASUREMENT.
Presentation transcript:

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 780 5,800 43,000 360,000 Find the volume of water, in gallons, you need to add to a quantity of soil to achieve a desired water content. [pause] In this problem,

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 780 5,800 43,000 360,000 we’ve been provided certain properties about the soil,

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 780 5,800 43,000 360,000 and we’ll use the block diagram to help us solve this problem.

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 780 5,800 43,000 360,000 We begin with the volume side of the diagram and convert ---

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 780 5,800 43,000 360,000 our total volume into cubic feet. 135,000

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 780 5,800 43,000 360,000 Next we consider the saturation, 135,000

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VW S= which is defined as the volume of water divided by the volume of voids. VV 135,000

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VW VW S= = Where the volume of voids is equivalent to the volume of air plus the volume of water, VV VW+VA 135,000

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VW VW S= = =0.5 and its been given that the saturation is value is 50% or 0.5. VV VW+VA 135,000

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VW VW S= = =0.5 If we rearrange the equation --- VV VW+VA 135,000 0.5*(VW+VA)=VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VW VW S= = =0.5 we learn the volume of air is equal to the volume of water. VV VW+VA 135,000 0.5*(VW+VA)=VW 0.5*VW+0.5*VA=VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VW VW S= = =0.5 --- VV VW+VA 135,000 0.5*(VW+VA)=VW 0.5*VW+0.5*VA=VW 0.5*VA=0.5*VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VW VW S= = =0.5 --- VV VW+VA 135,000 0.5*(VW+VA)=VW 0.5*VW+0.5*VA=VW 0.5*VA=0.5*VW VA=VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VV e= Next we’ll look at the void ratio, VS 135,000 VA=VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VV VW+VA e= = which is equal to the volume of voids divided by the volume of solids. VS 135,000 VS VA=VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VV VW+VA e= = Since the volume of air, equals the volume of water, VS 135,000 VS VA=VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VV VW+VA e= = we make a substitution, VS 135,000 VS VA=VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VV VW+VW e= = and simplify. VS 135,000 VS VA=VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VV VW+VW 2*VW e= = = --- VS 135,000 VS VS VA=VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VV VW+VW 2*VW e= = = =0.8 We were given the void ratio is 0.8 --- VS 135,000 VS VS VA=VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VV VW+VW 2*VW e= = = =0.8 so we compute the --- VS 135,000 VS VS VA=VW 2*VW=0.8*VS

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VV VW+VW 2*VW e= = = =0.8 volume of solid to be 2.5 times the volume of water. VS 135,000 VS VS VA=VW 2*VW=0.8*VS 2.5*VW=VS

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VV VW+VW 2*VW e= = = =0.8 --- VS 135,000 VS VS VA=VW 2*VW=0.8*VS 2.5*VW=VS

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 27 yd3 VV VW+VW 2*VW e= = = =0.8 --- VS 135,000 VS VS VA=VW 2*VW=0.8*VS VS=2.5*VW 2.5*VW=VS

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% VA ft3 27 yd3 VW VS VV VW+VW 2*VW e= = = =0.8 Since we know the total volume is 135,000 cubic feet, VS 135,000 VS VS VA=VW 2*VW=0.8*VS VS=2.5*VW 2.5*VW=VS

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% VA ft3 27 yd3 VW VS VT=VA+VW+VS we can now solve our linear system of equations, of 3 equations and 3 unknowns. 135,000 VA=VW VS=2.5*VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% VA ft3 27 yd3 VW VS VT=VA+VW+VS we begin substituting and solving, 135,000 VA=VW VS=2.5*VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% VA ft3 27 yd3 VW VS VT=VA+VW+VS +++ and determine the volume of water is 30,000 cubic feet. 135,000 135,000=VW VA=VW +VW+2.5*VW VS=2.5*VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% VA ft3 27 yd3 VW VS VT=VA+VW+VS --- 135,000 135,000=VW VA=VW +VW+2.5*VW VS=2.5*VW 135,000=4.5*VW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% VA ft3 27 yd3 VW VS VT=VA+VW+VS --- 135,000 135,000=VW VA=VW +VW+2.5*VW VS=2.5*VW 135,000=4.5*VW VW=30,000[ft3]

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% VA ft3 27 yd3 30,000 VS VT=VA+VW+VS Since the volume of water and the volume or air are equal, 135,000 135,000=VW VA=VW +VW+2.5*VW VS=2.5*VW 135,000=4.5*VW VW=30,000[ft3]

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% VA ft3 27 yd3 30,000 VS VT=VA+VW+VS the volume of air is also, 135,000 135,000=VW VA=VW +VW+2.5*VW VS=2.5*VW 135,000=4.5*VW VW=30,000[ft3]

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 30,000 27 yd3 30,000 VS VT=VA+VW+VS 30,000 cubic feet. 135,000 135,000=VW VA=VW +VW+2.5*VW VS=2.5*VW 135,000=4.5*VW VW=30,000[ft3]

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 30,000 27 yd3 30,000 VS VT=VA+VW+VS And the volume of solid, 135,000 135,000=VW VA=VW +VW+2.5*VW VS=2.5*VW 135,000=4.5*VW VW=30,000[ft3]

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% ft3 30,000 27 yd3 30,000 75,000 VT=VA+VW+VS is 75,000 cubic feet. [pause] 135,000 135,000=VW VA=VW +VW+2.5*VW VS=2.5*VW 135,000=4.5*VW VW=30,000[ft3]

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% WA 30,000 WW 30,000 75,000 WS Next we solve for the weights of our three components. 135,000

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% WA 30,000 WW 30,000 75,000 WS Of course the weight of air here is zero. 135,000

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 WW 30,000 75,000 WS --- 135,000

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 WW 30,000 75,000 WS WW= γW*VW The weight of water is the product of the volume of water and unit weight of water. 135,000

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 WW 30,000 75,000 WS WW= γW*VW --- 135,000 lb 62.4 ft3

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 WS WW= γW*VW and equal to 1.87 million pounds. 135,000 lb 62.4 ft3

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 WS WW= γW*VW The weight of solid is solved the same way, 135,000 lb 62.4 ft3 WS= γW*SG*VS

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 WS WS= γW*VW just a different volume and specific gravity. 135,000 lb 62.4 ft3 WS= γW*SG*VS

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 WS= γW*VW The weight of the solid is 12.4 million pounds. 135,000 lb 62.4 ft3 WS= γW*SG*VS

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 WS= γW*VW Which makes the total weight 14.3 million pounds. [pause] 135,000 1.43*107 lb 62.4 ft3 WS= γW*SG*VS

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 Finally, we need to consider the desired water content. 135,000 1.43*107

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 wc= WW WS The water content is the weight of the water divided by the weight of the solid material. 135,000 1.43*107

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 wc= WW WS WW+WW(to add) The weight of water can be thought of as, the water already in the soil plus the water we still need to add to achieve the desired water content. = 135,000 1.43*107 WS

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 wc= WW WS WW+WW(to add) Solving for the weight of water we still need to add, = 135,000 1.43*107 WS WW(to add)=

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 wc= WW WS WW+WW(to add) and plugging in our known values, = 135,000 1.43*107 WS WW(to add)=wc*WS-WW

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 wc= WW WS WW+WW(to add) the weight of water we still need to add is 3.62 times 10 to the fifth pounds. = 135,000 1.43*107 WS WW(to add)=wc*WS-WW =3.62*105 [lb]

Find: Vwater[gal] you need to add S V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 wc= WW WS WW+WW(to add) However, were asked to find the volume of water we need to add. = 135,000 1.43*107 WS WW(to add)=wc*WS-WW =3.62*105 [lb]

γW Find: Vwater[gal] you need to add A W S wc= Vtotal=5,000[yd3] e=0.8 V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 wc= WW WS WW+WW(to add) So, we divide by the unit weight of water, = 135,000 1.43*107 WS WW(to add) WW(to add)=wc*WS-WW VW(to add)= γW =3.62*105 [lb]

γW Find: Vwater[gal] you need to add A W S wc= Vtotal=5,000[yd3] e=0.8 V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 wc= WW WS WW+WW(to add) And come up with --- = 135,000 1.43*107 WS WW(to add) WW(to add)=wc*WS-WW VW(to add)= γW =3.62*105 [lb] lb 62.4 ft3

γW Find: Vwater[gal] you need to add A W S wc= Vtotal=5,000[yd3] e=0.8 V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 wc= WW WS WW+WW(to add) 5,801 cubic feet of water to add. = 135,000 1.43*107 WS WW(to add) WW(to add)=wc*WS-WW VW(to add)= γW =3.62*105 [lb] lb =5,801[ft3] 62.4 ft3

γW Find: Vwater[gal] you need to add A W S wc= Vtotal=5,000[yd3] e=0.8 V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 wc= WW WS WW+WW(to add) Yet the question asks for the units to be in gallons. = 135,000 1.43*107 WS WW(to add) WW(to add)=wc*WS-WW VW(to add)= γW =3.62*105 [lb] lb =5,801[ft3] 62.4 ft3

γW Find: Vwater[gal] you need to add A W S Vtotal=5,000[yd3] e=0.8 V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 gal VW(to add)=VW(to add)[ft3] * 7.48 So, after one more conversion our final answer is --- ft3 135,000 1.43*107 WW(to add) WW(to add)=wc*WS-WW VW(to add)= γW =3.62*105 [lb] lb =5,801[ft3] 62.4 ft3

γW Find: Vwater[gal] you need to add A W S Vtotal=5,000[yd3] e=0.8 V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 30,000 1.87*106 75,000 1.24*107 gal VW(to add)=VW(to add)[ft3] * 7.48 43,394 gallons. ft3 135,000 1.43*107 = 43,394 [gal] WW(to add) WW(to add)=wc*WS-WW VW(to add)= γW =3.62*105 [lb] lb =5,801[ft3] 62.4 ft3

γW Find: Vwater[gal] you need to add A W S Vtotal=5,000[yd3] e=0.8 V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 780 5,800 43,000 360,000 30,000 1.87*106 75,000 1.24*107 gal VW(to add)=VW(to add)[ft3] * 7.48 Looking back at our possible solutions, ft3 135,000 1.43*107 = 43,394 [gal] WW(to add) WW(to add)=wc*WS-WW VW(to add)= γW =3.62*105 [lb] lb =5,801[ft3] 62.4 ft3

γW Find: Vwater[gal] you need to add A W S Answer: C Vtotal=5,000[yd3] V [ft3] W [lb] Vtotal=5,000[yd3] e=0.8 SG=2.65 S=50% wcdesired=18% 30,000 780 5,800 43,000 360,000 30,000 1.87*106 75,000 1.24*107 gal VW(to add)=VW(to add)[ft3] * 7.48 the answer is C. ft3 135,000 1.43*107 = 43,394 [gal] Answer: C WW(to add) WW(to add)=wc*WS-WW VW(to add)= γW =3.62*105 [lb] lb =5,801[ft3] 62.4 ft3

( ) ? τ [lb/ft2] γclay=53.1[lb/ft3] Index σ’v = Σ φ γ Δ d ˚ H*C σfinal wc= WW WS 1 Index γclay=53.1[lb/ft3] Find: σ’v ρc d = 30 feet (1+wc)*γw wc+(1/SG) σ’v = Σ φ γ Δ d ˚ d Sand 10 ft γT=100 [lb/ft3] 100 [lb/ft3] φ=α1-α2 10 [ft] 20 ft Clay = γsand dsand +γclay dclay A W S V [ft3] W [lb] 40 ft text wc = 37% ? Δh 20 [ft] τ [lb/ft2] 62.4 lb ft3 27 yd3 ft3 (5 [cm])2 * π/4 ( ) H*C σfinal ρcn= 1+e σinitial log ‘ φ size[mm] % passing 0% 20% 40% 60% 80% 100% 10 1 0.1 0.01 c=0 400 1,400 σ3 Sand σ1