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Alternative Earthen Final Covers: A Regulatory Perspective

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Alternative Earthen Final Covers: A Regulatory Perspective. Bill Albright Desert Research Institute University of Nevada for State of California Integrated Waste Management Board and Water Resources Control Board. Introduction. Purpose of final covers Regulatory review - PowerPoint PPT Presentation
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Alternative Earthen Final Covers: A Regulatory Perspective Bill Albright Desert Research Institute University of Nevada for State of California Integrated Waste Management Board and Water Resources Control Board
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  • Alternative Earthen Final Covers:A Regulatory PerspectiveBill AlbrightDesert Research InstituteUniversity of NevadaforState of California Integrated Waste Management Boardand Water Resources Control Board

  • IntroductionPurpose of final coversRegulatory reviewLiner / cover configurationsAEFC issues: the regulatory perspectiveEquivalencyHow AEFCs workBasic hydrologyEngineering philosophyDefining the design process

  • Physical confinement to control spread of litterControl infiltration of precipitation minimize production of leachateminimize production of gas

    Fire control

    Limit rodent and bird contact with the refuse

    Control visual and odor aspects of facilityWhy Final Covers?

  • CALIFORNIA LAWSection 20950(a)(2)(A)(1), Title 27 CCR - SWRCB "For landfills the goal of closure, including but not limited to the installation of a final cover, is to minimize the infiltration of water into the waste, thereby minimizing the production of leachate and gas."

    Section 21140(a), Title 27 CCR - CIWMB "The final cover shall function with minimum maintenance and provide waste containment to protect public health and safety by controlling, at a minimum, vectors, fire, odor, litter and landfill gas migration. The final cover shall also be compatible with postclosure land use.

    Section 21140(c), Title 27 CCR - CIWMB "The EA may require additional thickness, quality, and type of final cover depending on, but not limited to, the following: (1) a need to control gas emissions and fires; (2) the future reuse of the site; and (3) provide access to all areas of the site as needed for inspection of monitoring and control facilities."

  • ALTERNATIVES?Section 21090(a), Title 27 CCR - SWRCB "The RWQCB can allow any alternative final cover design that it finds will continue to isolate the waste in the Unit from precipitation and irrigation waters as well as would a final cover built in accordance with applicable prescriptive standards."

    Section 20950(a)(2)(A)(1), Title 27 CCR - SWRCB "For landfills the goal of closure, including but not limited to the installation of a final cover, is to minimize the infiltration of water into the waste, thereby minimizing the production of leachate and gas."

    Section 21140(b), Title 27 CCR - CIWMB "Alternative final cover designs shall meet the requirements of part (a) [i.e., control vectors, fire, odor, litter and landfill gas migration] and shall be approved by the enforcement agency."

  • Prescriptive cover depends on liner design

    Existing liner design Prescriptive cover design No liner 30 cm erosion protection layer 30 cm barrier layer: Ksat 10-5 cm/sec or Ksat of underlying soils, whichever is less 60 cm foundationSoil linerKsat 10-6 cm/sec 15 cm erosion protection layer 45 cm barrier layer with Ksat 10-6 cm/sec 60 cm foundationSoil liner Ksat 10-7 cm/sec 15 cm erosion protection layer 45 cm barrier layer with Ksat 10-7 cm/sec 60 cm foundationComposite Liner: Soil layer: Ksat 10-7 cm/secOverlain by geomembrane 15 cm erosion protection layerGeomembrane 45 cm barrier layer with Ksat 10-5 cm/sec 60 cm foundation

  • Liner / prescriptive cover designscm120Erosion layerLow permeability layerFoundation layerGeomembraneLiner designGeomembrane

  • EquivalencyEquivalent hydrologic performance means percolation from AEFC percolation from prescriptive coverAre there data for prescriptive designs?Are there data for alternative designs?How to determine equivalency?Modeling which model?Side-by-side field performance

  • How do AEFCs work?Store and releaseExploit two natural functions:Water storage capacity of soil (sponge)Solar powered pumps (plants)Can be enhanced by features such as capillary barriers

  • Recharge

    Change in soil storage

    Hydrologic Components of Covers

    Precipitation

    Evaporation

    Transpiration

    Surface Flow

  • Engineering PhilosophyPrescriptive coversEngineering by regulation Can be applied anywhereBased on material parametersPerformance not specified (not known)Alternative covers descriptive processSite specificDetermine performance criterionInterdisciplinary site characterization (soils, plants, climate)Design and predict performance

  • BreakDiscussionDefinition of equivalencyCover/liner combinationsShift from prescriptive design to descriptive process: responsibilities of regulatory community

  • Defining the Design Process1) Laboratory analysis of soil4) Numerical simulations to incorporate environmental stresses3) Calculate required depth of soil for water storage layerHigh resolution (daily) for numerical simulations (4)Seasonal for calculating water storage requirements (3)2) Determine design precipitation eventHydrologic parameters (4)Determine water storage capacity of soil (3)

  • Brief Diversion Into Hydrology and Soil Physics..

  • Retention Properties - ConceptWe describe the soil as a bundle of capillary tubes of various sizesSmaller capillaries retain water at higher tension

  • Water storage capacity of soilDetermined from retention propertiesRetention curve (soil water characteristic curve) is determined from lab dataRetention curve describes the relationship between water content and matric potential (soil suction, soil water potential energy, etc)Available water storage capacity is the difference in water content between field capacity and wilting point

  • Retention methodsHanging columnPressure plate apparatusTempe cell apparatusChilled mirror hygrometer

  • Hanging columnVolume of water displacedTension appliedPorous ceramic plateGraduated tube (buret)Partially SaturatedSoil sample

  • Pressure Cell ApparatusAir PressureDisplaced volumeSoil samplePlastic or brass cellPorous ceramic plate

  • Chilled mirror hygrometerAir in chamber equilibrates with soil moisture

    Mirror is cooled to dew point

    Moisture condenses on mirror, scattering light

    Dew point related to soil moisture potentialMirror

  • Retention Data & Fitted CurveWater contentSoil water potential (kPa)

    Chart1

    0.4045505089

    0.3837300839

    0.3737335223

    0.3288524075

    0.1568426053

    0.0670123037

    0.0587464688

    0.0207036312

    climate

    spreadsheet for plotting climate details for the Lake County site specific design plan

    Avg precip (in)Avg precip (cm)Avg high temp (F)Avg high temp (C)Avg low temp (F)Avg low temp (C)Avg snow (in)Avg snow (cm)

    J1.203.0529.70-1.2814.4-9.7813.0033.02

    F0.751.9136.802.6719.5-6.947.6019.304

    M0.912.3146.007.7825.3-3.726.2015.748

    A1.072.7257.1013.9431.9-0.062.105.334

    M1.804.5766.1018.94393.890.701.778

    J1.884.7873.9023.2845.67.560.000

    J1.012.5783.9028.8349.89.890.000

    A1.042.6482.9028.2848.89.330.000

    S1.052.6771.4021.8940.64.780.000

    O0.802.0357.1013.9431.4-0.330.802.032

    N0.902.2940.304.6123.8-4.565.9014.986

    D1.162.9531.00-0.5616.7-8.5011.4028.956

    climate

    0

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    0

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    0

    0

    0

    0

    0

    0

    Avg Precipitation (cm)

    soil #1

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    0

    Avg Snowfall (cm)

    soil #2

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    Avg Temperatures (deg C)

    soil #3

    Retention curve data and calc'sSample LCET-2

    These are data from retention tests------------------------------------------These are data from RETC--------------

    Press(cm)H2O (%)Press (Kpa)H2O (fraction)Press (Kpa)H2O (fraction)Press (cm)

    1.0040.460.100.406855.330.044-70130

    18.1038.371.770.383448.680.0449-35280

    53.0037.375.180.371735.090.0467-17750

    147.4032.8914.410.33872.730.0503-8928

    509.9015.6849.840.16583.770.0538-5972

    8872.266.70867.280.07438.810.0574-4489

    11625.725.871136.430.06351.520.061-3596

    836961.202.0781814.390.02293.260.0646-3000

    251.520.0681-2573

    220.230.0717-2253

    alpha = 0.0053195.800.0753-2003

    n = 2.009176.150.0789-1802

    K-sat = 1.28e-04160.120.0825-1638

    theta-r = 0.0431146.730.086-1501

    theta-sat = 0.3937135.290.0896-1384

    125.610.0932-1285

    117.110.0968-1198

    AWC=0.2148-0.048=0.167 or about 16.7%109.680.1003-1122

    103.030.1039-1054

    97.200.1075-994.4

    91.960.1111-940.7

    87.200.1147-892.1

    82.900.1182-848.1

    78.980.1218-808

    75.400.1254-771.3

    72.090.129-737.5

    69.040.1325-706.3

    66.220.1361-677.4

    63.600.1397-650.6

    61.150.1433-625.6

    58.880.1468-602.3

    56.740.1504-580.4

    54.730.154-559.9

    52.830.1576-540.5

    51.060.1612-522.3

    49.370.1647-505.1

    47.780.1683-488.8

    46.270.1719-473.3

    44.830.1755-458.6

    43.460.179-444.6

    42.150.1826-431.2

    40.910.1862-418.5

    39.720.1898-406.3

    38.570.1934-394.6

    37.480.1969-383.4

    36.430.2005-372.7

    35.430.2041-362.4

    34.450.2077-352.4

    33.510.2112-342.8

    32.610.2148-333.6

    31.740.2184-324.7

    30.890.222-316

    30.080.2256-307.7

    29.290.2291-299.6

    28.510.2327-291.7

    27.770.2363-284.1

    27.050.2399-276.7

    26.340.2434-269.5

    25.660.247-262.5

    25.000.2506-255.7

    24.340.2542-249

    23.700.2578-242.5

    23.090.2613-236.2

    22.480.2649-230

    21.890.2685-223.9

    21.300.2721-217.9

    20.730.2756-212.1

    20.170.2792-206.3

    19.620.2828-200.7

    19.080.2864-195.2

    18.540.29-189.7

    18.020.2935-184.3

    17.500.2971-179

    16.990.3007-173.8

    16.480.3043-168.6

    15.970.3078-163.4

    15.480.3114-158.4

    14.990.315-153.3

    14.500.3186-148.3

    14.010.3221-143.3

    13.520.3257-138.3

    13.030.3293-133.3

    12.550.3329-128.4

    12.060.3365-123.4

    11.570.34-118.4

    11.080.3436-113.3

    10.590.3472-108.3

    10.080.3508-103.1

    9.570.3543-97.88

    9.050.3579-92.54

    8.510.3615-87.06

    7.960.3651-81.41

    7.390.3687-75.55

    6.780.3722-69.39

    6.140.3758-62.86

    5.450.3794-55.8

    4.690.383-47.97

    3.800.3865-38.9

    2.670.3901-27.34

    1.890.3919-19.29

    1.330.3928-13.63

    0.840.3933-8.63

    0.270.3937-2.741

    soil #3

    model-results

    Retention curve data and calc'sdata for sample LCET-3

    These are data from retention tests------------------------------------------These are data from RETC--------------

    Press(cm)H2O (%)Press (Kpa)H2O (fraction)Press (Kpa)H2O (fraction)Press (cm)

    141.80.100.42180156.4027370480.0191-1843000.00

    2038.61.910.3952834.79960899320.0201-540500.00

    4531.84.380.3215493.64613880740.0222-158500.00

    14123.913.790.244542.52199413490.0262-46470.00

    52010.550.840.102216.03128054740.0303-22670.00

    64254.5628.030.041332.35581622680.0343-13630.00

    129513.61266.030.04897.36070381230.0384-9180.00

    271273.02651.680.03649.75562072340.0424-6647.00

    494.52590420330.0465-5059.00

    390.32258064520.0505-3993.00

    alpha = 0.0211316.81329423260.0546-3241.00

    n = 1.5650262.85434995110.0586-2689.00

    K-sat = 8.94e-04221.99413489740.0627-2271.00

    theta-r = 0.0181190.22482893450.0667-1946.00

    theta-sat = 0.4153165.00488758550.0708-1688.00

    144.67253176930.0748-1480.00

    127.95698924730.0789-1309.00

    AWC=0.1478-0.034=0.114 or about 11.4%114.07624633430.0829-1167.00

    102.34604105570.087-1047.00

    92.44379276640.0911-945.70

    83.91984359730.0951-858.50

    76.55913978490.0992-783.20

    70.1466275660.1032-717.60

    64.52590420330.1073-660.10

    59.56011730210.1113-609.30

    55.15151515150.1154-564.20

    51.23167155430.1194-524.10

    47.71260997070.1235-488.10

    44.54545454550.1275-455.70

    41.69110459430.1316-426.50

    39.1006842620.1356-400.00

    36.73509286410.1397-375.80

    34.58455522970.1437-353.80

    32.60997067450.1478-333.60

    30.80156402740.1519-315.10

    29.13000977520.1559-298.00

    27.59530791790.16-282.30

    26.16813294230.164-267.70

    24.83870967740.1681-254.10

    23.61681329420.1721-241.60

    22.47311827960.1762-229.90

    21.39784946240.1802-218.90

    20.40078201370.1843-208.70

    19.46236559140.1883-199.10

    18.58260019550.1924-190.10

    17.7614858260.1964-181.70

    16.97947214080.2005-173.70

    16.24633431090.2045-166.20

    15.55229716520.2086-159.10

    14.89736070380.2126-152.40

    14.28152492670.2167-146.10

    13.68523949170.2208-140.00

    13.1280547410.2248-134.30

    12.60019550340.2289-128.90

    12.0918866080.2329-123.70

    11.61290322580.237-118.80

    11.15347018570.241-114.10

    10.71358748780.2451-109.60

    10.2932551320.2491-105.30

    9.88269794720.2532-101.10

    9.50146627570.2572-97.20

    9.13196480940.2613-93.42

    8.77614858260.2653-89.78

    8.43499511240.2694-86.29

    8.10654936460.2734-82.93

    7.78983382210.2775-79.69

    7.48387096770.2815-76.56

    7.18963831870.2856-73.55

    6.90420332360.2897-70.63

    6.62854349950.2937-67.81

    6.36168132940.2978-65.08

    6.10361681330.3018-62.44

    5.85239491690.3059-59.87

    5.60899315740.3099-57.38

    5.37243401760.314-54.96

    5.14173998040.318-52.60

    4.9178885630.3221-50.31

    4.69794721410.3261-48.06

    4.48484848480.3302-45.88

    4.27468230690.3342-43.73

    4.07038123170.3383-41.64

    3.86901270770.3423-39.58

    3.67155425220.3464-37.56

    3.47800586510.3505-35.58

    3.28641251220.3545-33.62

    3.09775171070.3586-31.69

    2.91104594330.3626-29.78

    2.72531769310.3667-27.88

    2.5415444770.3707-26.00

    2.35679374390.3748-24.11

    2.17302052790.3788-22.23

    1.98826979470.3829-20.34

    1.80058651030.3869-18.42

    1.60997067450.391-16.47

    1.41446725320.395-14.47

    1.21016617790.3991-12.38

    0.99413489740.4031-10.17

    0.75747800590.4072-7.75

    0.48035190620.4112-4.91

    0.30654936460.4133-3.14

    0.1962854350.4143-2.01

    0.10909090910.4149-1.12

    0.02502443790.4153-0.26

    0.0057448680.4153-0.06

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    Retention curve data and calc'sSample LCET-7

    These are data from retention tests------------------------------------------These are data from RETC--------------

    Press(cm)H2O (%)Press (Kpa)H2O (fraction)Press (Kpa)H2O (fraction)Press (cm)

    041.60.100.4212776148.580.021-130700000

    26412.540.413105571.850.022-31770000

    13440.413.100.40754643.210.024-7720000

    51035.649.850.36183382.210.028-1876000

    836213817.400.1380175.950.032-820200

    1876410.31834.210.1044574.780.0361-456000

    8369613.181814.370.0328269.790.0401-289200

    19481.920.0441-199300

    14222.870.0481-145500

    10830.890.0521-110800

    alpha = 0.00158514.170.0561-87100

    n = 1.49006865.100.0601-70230

    K-sat = 2.84E-065651.030.0642-57810

    theta-r = 0.02004730.210.0682-48390

    theta-sat = 0.41344015.640.0722-41080

    3450.640.0762-35300

    2996.090.0802-30650

    AWC=0.3773-0.1043=.273 or about 27.3%2625.610.0842-26860

    2318.670.0882-23720

    2061.580.0923-21090

    1845.550.0963-18880

    1660.800.1003-16990

    1501.470.1043-15360

    1364.610.1083-13960

    1245.360.1123-12740

    1139.780.1163-11660

    1047.900.1204-10720

    965.690.1244-9879

    892.860.1284-9134

    827.660.1324-8467

    769.110.1364-7868

    716.420.1404-7329

    668.720.1444-6841

    625.420.1485-6398

    586.020.1525-5995

    550.050.1565-5627

    517.110.1605-5290

    486.900.1645-4981

    459.040.1685-4696

    433.430.1725-4434

    409.680.1766-4191

    387.680.1806-3966

    367.250.1846-3757

    348.290.1886-3563

    330.600.1926-3382

    314.080.1966-3213

    298.630.2006-3055

    284.160.2047-2907

    270.580.2087-2768

    257.870.2127-2638

    245.850.2167-2515

    234.510.2207-2399

    223.850.2247-2290

    213.690.2287-2186

    204.200.2328-2089

    195.110.2368-1996

    186.510.2408-1908

    178.400.2448-1825

    170.580.2488-1745

    163.250.2528-1670

    156.210.2568-1598

    149.460.2609-1529

    143.110.2649-1464

    136.950.2689-1401

    131.090.2729-1341

    125.420.2769-1283

    120.040.2809-1228

    114.860.2849-1175

    109.870.289-1124

    105.080.293-1075

    100.490.297-1028

    96.030.301-982.4

    91.740.305-938.5

    87.590.309-896

    83.580.313-855

    79.690.3171-815.2

    75.910.3211-776.6

    72.260.3251-739.2

    68.710.3291-702.9

    65.250.3331-667.5

    61.890.3371-633.1

    58.600.3411-599.5

    55.390.3452-566.6

    52.250.3492-534.5

    49.170.3532-503

    46.150.3572-472.1

    43.180.3612-441.7

    40.240.3652-411.7

    37.350.3692-382.1

    34.480.3733-352.7

    31.610.3773-323.4

    28.760.3813-294.2

    25.890.3853-264.9

    22.990.3893-235.2

    20.050.3933-205.1

    17.010.3973-174

    13.810.4014-141.3

    10.370.4054-106.1

    6.420.4094-65.72

    4.010.4114-40.99

    2.510.4124-25.65

    1.350.413-13.84

    0.290.4134-2.947

    0.060.4134-0.6284

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    HYDRUS-2D results for Lake County landfill. 2 simulations made, 1 w/ 4 feet rooting depth, another w/ 2 feet rooting depth

    4-ft rooting depth2-ft rooting depth

    daysflux/5fluxdaysflux/5flux

    36.51.09E-025.45E-0236.51.09E-025.45E-02

    732.16E-021.08E-01732.16E-021.08E-01

    109.53.22E-021.61E-01109.53.22E-021.61E-01

    1464.30E-022.15E-011464.34E-022.17E-01

    182.55.06E-022.53E-01182.55.48E-022.74E-01

    2195.44E-022.72E-012196.64E-023.32E-01

    255.55.64E-022.82E-01255.57.78E-023.89E-01

    2925.78E-022.89E-012928.90E-024.45E-01

    328.55.88E-022.94E-01328.59.98E-024.99E-01

    3655.94E-022.97E-013651.10E-015.50E-01

    401.56.00E-023.00E-01401.51.20E-015.98E-01

    4386.04E-023.02E-014381.29E-016.43E-01

    474.56.08E-023.04E-01474.51.37E-016.85E-01

    5116.12E-023.06E-015111.46E-017.29E-01

    547.56.14E-023.07E-01547.51.55E-017.75E-01

    5846.18E-023.09E-015841.64E-018.22E-01

    620.56.20E-023.10E-01620.51.74E-018.70E-01

    6576.22E-023.11E-016571.84E-019.18E-01

    693.56.24E-023.12E-01693.51.93E-019.64E-01

    7306.26E-023.13E-017302.02E-011.01E+00

    766.56.26E-023.13E-01766.52.10E-011.05E+00

    8036.28E-023.14E-018032.18E-011.09E+00

    839.56.30E-023.15E-01839.52.26E-011.13E+00

    8766.30E-023.15E-018762.34E-011.17E+00

    912.56.32E-023.16E-01912.52.42E-011.21E+00

    9496.32E-023.16E-019492.50E-011.25E+00

    985.56.34E-023.17E-01985.52.58E-011.29E+00

    10226.34E-023.17E-0110222.66E-011.33E+00

    1058.56.34E-023.17E-011058.52.76E-011.38E+00

    10956.36E-023.18E-0110952.84E-011.42E+00

    1131.56.36E-023.18E-011131.52.92E-011.46E+00

    11686.36E-023.18E-0111682.98E-011.49E+00

    1204.56.38E-023.19E-011204.53.06E-011.53E+00

    12416.38E-023.19E-0112413.12E-011.56E+00

    1277.56.38E-023.19E-011277.53.20E-011.60E+00

    13146.38E-023.19E-0113143.28E-011.64E+00

    1350.56.40E-023.20E-011350.53.36E-011.68E+00

    13876.40E-023.20E-0113873.44E-011.72E+00

    1423.56.40E-023.20E-011423.53.52E-011.76E+00

    14606.40E-023.20E-0114603.60E-011.80E+00

    1496.56.40E-023.20E-011496.53.68E-011.84E+00

    15336.42E-023.21E-0115333.74E-011.87E+00

    1569.56.42E-023.21E-011569.53.82E-011.91E+00

    16066.42E-023.21E-0116063.88E-011.94E+00

    1642.56.42E-023.21E-011642.53.96E-011.98E+00

    16796.42E-023.21E-0116794.02E-012.01E+00

    1715.56.42E-023.21E-011715.54.10E-012.05E+00

    17526.42E-023.21E-0117524.18E-012.09E+00

    1788.56.44E-023.22E-011788.54.26E-012.13E+00

    18256.44E-023.22E-0118254.34E-012.17E+00

    1861.56.44E-023.22E-011861.54.42E-012.21E+00

    18986.44E-023.22E-0118984.48E-012.24E+00

    1934.56.44E-023.22E-011934.54.54E-012.27E+00

    19716.44E-023.22E-0119714.62E-012.31E+00

    2007.56.44E-023.22E-012007.54.68E-012.34E+00

    20446.44E-023.22E-0120444.76E-012.38E+00

    2080.56.44E-023.22E-012080.54.84E-012.42E+00

    21176.46E-023.23E-0121174.90E-012.45E+00

    2153.56.46E-023.23E-012153.54.98E-012.49E+00

    21906.46E-023.23E-0121905.06E-012.53E+00

    2226.56.46E-023.23E-012226.55.14E-012.57E+00

    22636.46E-023.23E-0122635.20E-012.60E+00

    2299.56.46E-023.23E-012299.55.26E-012.63E+00

    23366.46E-023.23E-0123365.32E-012.66E+00

    2372.56.46E-023.23E-012372.55.40E-012.70E+00

    24096.46E-023.23E-0124095.46E-012.73E+00

    2445.56.46E-023.23E-012445.55.54E-012.77E+00

    24826.46E-023.23E-0124825.62E-012.81E+00

    2518.56.46E-023.23E-012518.55.70E-012.85E+00

    25556.46E-023.23E-0125555.78E-012.89E+00

    2591.56.48E-023.24E-012591.55.84E-012.92E+00

    26286.48E-023.24E-0126285.90E-012.95E+00

    2664.56.48E-023.24E-012664.55.98E-012.99E+00

    27016.48E-023.24E-0127016.04E-013.02E+00

    2737.56.48E-023.24E-012737.56.10E-013.05E+00

    27746.48E-023.24E-0127746.18E-013.09E+00

    2810.56.48E-023.24E-012810.56.24E-013.12E+00

    28476.48E-023.24E-0128476.32E-013.16E+00

    2883.56.48E-023.24E-012883.56.40E-013.20E+00

    29206.48E-023.24E-0129206.48E-013.24E+00

    2956.56.48E-023.24E-012956.56.54E-013.27E+00

    29936.48E-023.24E-0129936.62E-013.31E+00

    3029.56.48E-023.24E-013029.56.68E-013.34E+00

    30666.48E-023.24E-0130666.74E-013.37E+00

    3102.56.48E-023.24E-013102.56.80E-013.40E+00

    31396.48E-023.24E-0131396.88E-013.44E+00

    3175.56.48E-023.24E-013175.56.96E-013.48E+00

    32126.48E-023.24E-0132127.02E-013.51E+00

    3248.56.50E-023.25E-013248.57.10E-013.55E+00

    32856.50E-023.25E-0132857.18E-013.59E+00

    3321.56.50E-023.25E-013321.57.26E-013.63E+00

    33586.50E-023.25E-0133587.32E-013.66E+00

    3394.56.50E-023.25E-013394.57.38E-013.69E+00

    34316.50E-023.25E-0134317.44E-013.72E+00

    3467.56.50E-023.25E-013467.57.50E-013.75E+00

    35046.50E-023.25E-0135047.58E-013.79E+00

    3540.56.50E-023.25E-013540.57.66E-013.83E+00

    35776.50E-023.25E-0135777.74E-013.87E+00

    3613.56.50E-023.25E-013613.57.80E-013.90E+00

    36506.50E-023.25E-0136507.88E-013.94E+00

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    Time (days)

    Drainage (cm)

    0

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    Time (days)

    Drainage (cm)

  • Water contentSoil water potential (kPa)Available water holding capacityUnits! 1 bar100 kPa1020 cm H2OField capacity corresponds to 33 kPa Wilting point corresponds to 1500 kPa (6500 kPa) Water holding capacity is difference in water contents between these 2 points

    Chart2

    0.3980.0573

    0.3940.0582

    0.1550.0601

    0.1240.0637

    0.1110.0674

    0.0960.071

    0.0370.0747

    0.0350.0784

    0.0330.082

    0.0857

    0.0893

    0.093

    0.0967

    0.1003

    0.104

    0.1076

    0.1113

    0.1149

    0.1186

    0.1223

    0.1259

    0.1296

    0.1332

    0.1369

    0.1406

    0.1442

    0.1479

    0.1515

    0.1552

    0.1589

    0.1625

    0.1662

    0.1698

    0.1735

    0.1772

    0.1808

    0.1845

    0.1881

    0.1918

    0.1954

    0.1991

    0.2028

    0.2064

    0.2101

    0.2137

    0.2174

    0.2211

    0.2247

    0.2284

    0.232

    0.2357

    0.2394

    0.243

    0.2467

    0.2503

    0.254

    0.2577

    0.2613

    0.265

    0.2686

    0.2723

    0.276

    0.2796

    0.2833

    0.2869

    0.2906

    0.2942

    0.2979

    0.3016

    0.3052

    0.3089

    0.3125

    0.3162

    0.3199

    0.3235

    0.3272

    0.3308

    0.3345

    0.3382

    0.3418

    0.3455

    0.3491

    0.3528

    0.3565

    0.3601

    0.3638

    0.3674

    0.3711

    0.3747

    0.3784

    0.3821

    0.3857

    0.3894

    0.393

    0.3967

    0.4004

    0.404

    0.4077

    0.4113

    0.4132

    0.4141

    0.4146

    0.415

    0.415

    climate

    spreadsheet for plotting climate details for the Monterey site specific design plan

    Avg precip (in)Avg precip (cm)Avg high temp (F)Avg high temp (C)Avg low temp (F)Avg low temp (C)

    J4.2410.7760.0015.5643.36.28

    F3.218.1561.6016.4444.56.94

    M3.258.2661.9016.61457.22

    A1.533.8963.7017.6145.87.67

    M0.491.2464.6018.1147.98.83

    J0.210.5366.8019.3350.210.11

    J0.070.1868.0020.0051.911.06

    A0.100.2569.3020.7252.811.56

    S0.280.7171.9022.175311.67

    O0.771.9670.6021.4450.910.50

    N2.426.1565.4018.5647.18.39

    D2.997.5960.6015.8943.56.39

    climate

    soil RS1

    soil 1S1

    Monterey soil sample RS-1 (red sand from on-site)

    These are data from retention tests------------------------------------------These are data from RETC--------------

    Press(cm)H2O (%)Press (Kpa)H2O (fraction)Press (Kpa)H2O (fraction)Press (cm)

    0.139.80.010.404.33E+020.0573-4434.00

    839.40.780.392.22E+020.0582-2268.00

    3415.53.320.161.13E+020.0601-1160.00

    8312.48.110.125.80E+010.0637-593.50

    25511.124.930.113.92E+010.0674-400.90

    9899.696.680.102.97E+010.071-303.40

    78523.7767.550.042.39E+010.0747-244.40

    278413.52721.510.042.00E+010.0784-204.80

    8369613.381814.370.031.72E+010.082-176.30

    1.51E+010.0857-154.80

    alpha = 0.07261.35E+010.0893-138.00

    n = 2.03411.22E+010.093-124.50

    K-sat = 2.6e-021.11E+010.0967-113.40

    theta-r = 0.05641.02E+010.1003-104.10

    theta-sat = 0.41509.41E+000.104-96.24

    8.74E+000.1076-89.45

    8.17E+000.1113-83.55

    7.66E+000.1149-78.36

    7.21E+000.1186-73.76

    6.81E+000.1223-69.66

    6.45E+000.1259-65.98

    6.12E+000.1296-62.65

    5.83E+000.1332-59.63

    5.56E+000.1369-56.87

    5.31E+000.1406-54.34

    5.08E+000.1442-52.01

    4.87E+000.1479-49.86

    4.68E+000.1515-47.86

    4.50E+000.1552-46.01

    4.33E+000.1589-44.28

    4.17E+000.1625-42.66

    4.02E+000.1662-41.15

    3.88E+000.1698-39.72

    3.75E+000.1735-38.38

    3.63E+000.1772-37.11

    3.51E+000.1808-35.91

    3.40E+000.1845-34.77

    3.29E+000.1881-33.70

    3.19E+000.1918-32.67

    3.10E+000.1954-31.69

    3.01E+000.1991-30.76

    2.92E+000.2028-29.87

    2.84E+000.2064-29.01

    2.76E+000.2101-28.20

    2.68E+000.2137-27.41

    2.61E+000.2174-26.66

    2.53E+000.2211-25.93

    2.47E+000.2247-25.24

    2.40E+000.2284-24.56

    2.34E+000.232-23.91

    2.28E+000.2357-23.29

    2.22E+000.2394-22.68

    2.16E+000.243-22.09

    2.10E+000.2467-21.52

    2.05E+000.2503-20.97

    2.00E+000.254-20.43

    1.95E+000.2577-19.91

    1.90E+000.2613-19.40

    1.85E+000.265-18.90

    1.80E+000.2686-18.42

    1.75E+000.2723-17.95

    1.71E+000.276-17.49

    1.67E+000.2796-17.04

    1.62E+000.2833-16.60

    1.58E+000.2869-16.16

    1.54E+000.2906-15.74

    1.50E+000.2942-15.33

    1.46E+000.2979-14.92

    1.42E+000.3016-14.52

    1.38E+000.3052-14.12

    1.34E+000.3089-13.73

    1.30E+000.3125-13.35

    1.27E+000.3162-12.97

    1.23E+000.3199-12.60

    1.20E+000.3235-12.23

    1.16E+000.3272-11.86

    1.12E+000.3308-11.50

    1.09E+000.3345-11.14

    1.05E+000.3382-10.78

    1.02E+000.3418-10.42

    9.83E-010.3455-10.06

    9.49E-010.3491-9.71

    9.14E-010.3528-9.35

    8.79E-010.3565-8.99

    8.44E-010.3601-8.63

    8.08E-010.3638-8.27

    7.73E-010.3674-7.90

    7.36E-010.3711-7.53

    6.99E-010.3747-7.16

    6.62E-010.3784-6.77

    6.23E-010.3821-6.38

    5.83E-010.3857-5.97

    5.42E-010.3894-5.54

    4.98E-010.393-5.10

    4.52E-010.3967-4.62

    4.02E-010.4004-4.11

    3.46E-010.404-3.54

    2.81E-010.4077-2.88

    1.99E-010.4113-2.03

    1.41E-010.4132-1.44

    9.99E-020.4141-1.02

    6.36E-020.4146-0.65

    2.05E-020.415-0.21

    6.61E-030.415-0.07

    soil 1S1

    proctor

    data for Monterey soil 1S1 (imported soil used in cover)

    These are data from retention tests------------------------------------------These are data from RETC--------------

    Press(cm)H2O (%)Press (Kpa)H2O (fraction)Press (Kpa)H2O (fraction)Press (cm)

    0.141.10.010.414.55E+090.0022-4.66E+10

    2940.82.830.412.88E+080.0043-2.95E+09

    5434.35.280.341.82E+070.0086-1.86E+08

    14026.113.690.263.62E+060.0129-3.71E+07

    51021.449.850.211.15E+060.0173-1.18E+07

    856611.7837.340.124.74E+050.0216-4.85E+06

    1958010.21913.980.102.29E+050.0259-2.35E+06

    8.37E+05181814.370.011.24E+050.0302-1.27E+06

    7.29E+040.0345-7.46E+05

    4.56E+040.0388-4.67E+05

    3.00E+040.0431-3.07E+05

    alpha = 0.07262.05E+040.0475-2.10E+05

    n = 1.25111.45E+040.0518-1.48E+05

    K-sat = 9.9e-051.05E+040.0561-1.08E+05

    theta-r = 07.85E+030.0604-8.03E+04

    theta-sat =0.42285.96E+030.0647-6.10E+04

    4.61E+030.069-4.72E+04

    3.62E+030.0733-3.71E+04

    2.88E+030.0777-2.95E+04

    2.33E+030.082-2.38E+04

    1.90E+030.0863-1.94E+04

    1.56E+030.0906-1.60E+04

    1.30E+030.0949-1.33E+04

    1.09E+030.0992-1.11E+04

    9.17E+020.1035-9.38E+03

    7.79E+020.1079-7.97E+03

    6.66E+020.1122-6.82E+03

    5.73E+020.1165-5.86E+03

    4.96E+020.1208-5.07E+03

    4.31E+020.1251-4.41E+03

    3.76E+020.1294-3.85E+03

    3.30E+020.1337-3.38E+03

    2.91E+020.1381-2.98E+03

    2.57E+020.1424-2.63E+03

    2.28E+020.1467-2.34E+03

    2.03E+020.151-2.08E+03

    1.82E+020.1553-1.86E+03

    1.63E+020.1596-1.66E+03

    1.46E+020.1639-1.50E+03

    1.32E+020.1683-1.35E+03

    1.19E+020.1726-1.22E+03

    1.08E+020.1769-1.10E+03

    9.76E+010.1812-9.99E+02

    8.88E+010.1855-9.08E+02

    8.09E+010.1898-8.27E+02

    7.38E+010.1941-7.55E+02

    6.75E+010.1985-6.90E+02

    6.18E+010.2028-6.32E+02

    5.67E+010.2071-5.80E+02

    5.21E+010.2114-5.33E+02

    4.79E+010.2157-4.91E+02

    4.42E+010.22-4.52E+02

    4.08E+010.2243-4.17E+02

    3.76E+010.2287-3.85E+02

    3.48E+010.233-3.56E+02

    3.22E+010.2373-3.30E+02

    2.99E+010.2416-3.06E+02

    2.77E+010.2459-2.83E+02

    2.57E+010.2502-2.63E+02

    2.39E+010.2545-2.44E+02

    2.22E+010.2589-2.27E+02

    2.06E+010.2632-2.11E+02

    1.92E+010.2675-1.97E+02

    1.79E+010.2718-1.83E+02

    1.67E+010.2761-1.71E+02

    1.55E+010.2804-1.59E+02

    1.45E+010.2847-1.48E+02

    1.35E+010.2891-1.38E+02

    1.26E+010.2934-1.29E+02

    1.17E+010.2977-1.20E+02

    1.09E+010.302-1.12E+02

    1.02E+010.3063-1.04E+02

    9.51E+000.3106-9.73E+01

    8.86E+000.3149-9.07E+01

    8.26E+000.3193-8.45E+01

    7.68E+000.3236-7.86E+01

    7.15E+000.3279-7.31E+01

    6.64E+000.3322-6.79E+01

    6.16E+000.3365-6.31E+01

    5.71E+000.3408-5.84E+01

    5.29E+000.3451-5.41E+01

    4.88E+000.3495-5.00E+01

    4.50E+000.3538-4.61E+01

    4.14E+000.3581-4.24E+01

    3.80E+000.3624-3.88E+01

    3.47E+000.3667-3.55E+01

    3.16E+000.371-3.23E+01

    2.86E+000.3753-2.92E+01

    2.57E+000.3797-2.63E+01

    2.30E+000.384-2.35E+01

    2.03E+000.3883-2.08E+01

    1.78E+000.3926-1.82E+01

    1.53E+000.3969-1.56E+01

    1.29E+000.4012-1.32E+01

    1.05E+000.4055-1.07E+01

    8.11E-010.4099-8.30E+00

    5.72E-010.4142-5.85E+00

    3.20E-010.4185-3.28E+00

    1.82E-010.4206-1.86E+00

    1.04E-010.4217-1.06E+00

    4.98E-020.4224-5.09E-01

    7.88E-030.4228-8.06E-02

    1.25E-030.4228-1.28E-02

    proctor

    part size

    Proctor curve is for a sample taken previous to the ACAP effort

    Data are taken from the plotted curve and do not represent the actual measurement points

    15.9100.3

    17.6106

    19.8105.5

    21.7101.6

    5.7113.9

    7.7118.1

    9.8120.4

    11.9116.1

    part size

    00

    00

    0

    0

    model results

    00

    00

    0

    0

    Particle size data for Monterey soil 1S1

    Diameter (mm)% passing

    75100

    38.1100

    19100

    9.596.39

    4.7592.06

    284.4

    0.8574.35

    0.42564.01

    0.2553.49

    0.10636.42

    0.07531.39

    0.0476327.5

    0.0341224.2

    0.0219220.2

    0.0156417.8

    0.0111914.5

    0.006512.9

    0.0046211.3

    0.003299.7

    0.002489.7

    0.001358.9

    Particle size data for Monterey soil RS1

    Diameter (mm)% passing

    75100

    38.1100

    19100

    9.5100

    4.75100

    299.98

    0.8597.85

    0.42569.58

    0.2531.27

    0.10613.01

    0.07511.9

    0.050812.9

    0.0360211.9

    0.023048

    0.016298

    0.011596

    0.006696

    0.004736

    0.003346

    0.002516

    0.001376

    00

    00

    00

    00

    00

    00

    00

    00

    00

    00

    0

    00

    00

    00

    00

    00

    00

    00

    00

    00

    00

    0

    daysprecipperc

    198931.01340.000604999312.21

    199033.630.00045313.24

    199141.85920.000316.48

    199250.82540.000220.01

    199368.859413.2984427.11

    1.99E+033.91E+01015.39

    2.00E+036.47E+014.125.46

    2.00E+037.65E+010.730.12

    2.00E+035.50E+016.321.66

    2.00E+031.04E+0240.141.01

    64.4999979993

    31.01340.0006049993

    33.62960.000453

    41.85920.0003

    50.82540.0002

    68.859413.29844

    39.09060

    64.66844.1

    76.50480.7

    55.01646.3

    104.165440.1

    Precipitation

    Percolation

    Chart1

    0.47321855940.0023

    0.45391790490.0047

    0.40998467990.0093

    0.37847790360.014

    0.1836793430.0187

    0.17119791840.0233

    0.05164877920.028

    0.0327

    0.0374

    0.042

    0.0467

    0.0514

    0.056

    0.0607

    0.0654

    0.07

    0.0747

    0.0794

    0.084

    0.0887

    0.0934

    0.0981

    0.1027

    0.1074

    0.1121

    0.1167

    0.1214

    0.1261

    0.1307

    0.1354

    0.1401

    0.1448

    0.1494

    0.1541

    0.1588

    0.1634

    0.1681

    0.1728

    0.1774

    0.1821

    0.1868

    0.1914

    0.1961

    0.2008

    0.2055

    0.2101

    0.2148

    0.2195

    0.2241

    0.2288

    0.2335

    0.2381

    0.2428

    0.2475

    0.2521

    0.2568

    0.2615

    0.2662

    0.2708

    0.2755

    0.2802

    0.2848

    0.2895

    0.2942

    0.2988

    0.3035

    0.3082

    0.3128

    0.3175

    0.3222

    0.3269

    0.3315

    0.3362

    0.3409

    0.3455

    0.3502

    0.3549

    0.3595

    0.3642

    0.3689

    0.3736

    0.3782

    0.3829

    0.3876

    0.3922

    0.3969

    0.4016

    0.4062

    0.4109

    0.4156

    0.4202

    0.4249

    0.4296

    0.4343

    0.4389

    0.4436

    0.4483

    0.4529

    0.4553

    0.4564

    0.4571

    0.4576

    0.4576

    climate

    spreadsheet for plotting climate details for the L&C site specific design plan

    Avg precip (in)Avg precip (cm)Avg high temp (F)Avg high temp (C)Avg low temp (F)Avg low temp (C)Avg snow (in)Avg snow (cm)

    J0.631.6029.40-1.4411-11.679.0022.86

    F0.481.2234.601.4415.2-9.337.2018.288

    M0.731.8543.006.1122.2-5.448.6021.844

    A0.962.4455.1012.8331.8-0.115.3013.462

    M1.924.8864.2017.8940.34.611.704.318

    J2.105.3372.4022.4447.68.670.100.254

    J1.142.9082.4028.0053.311.830.000

    A0.992.5180.9027.1751.710.940.100.254

    S1.112.8269.0020.5642.45.781.203.048

    O0.741.8857.2014.0033.40.783.208.128

    N0.621.5741.805.4422.4-5.336.8017.272

    D0.611.5532.500.2814.6-9.678.3021.082

    climate

    soil ET-1

    soil ET-2

    soil ET-3

    These are data from retention tests------------------------------------------These are data from RETC--------------

    Press(cm)H2O (%)Press (Kpa)H2O (fraction)Press (Kpa)H2O (fraction)Press (cm)

    147.30.100.472.31E+100.0023-2.36E+11

    2545.42.390.451.58E+090.0047-1.62E+10

    11841.011.550.411.08E+080.0093-1.11E+09

    52037.850.840.382.26E+070.014-2.31E+08

    1101418.41076.620.187.42E+060.0187-7.60E+07

    1539917.11505.280.173.13E+060.0233-3.21E+07

    8369615.281814.390.051.55E+060.028-1.58E+07

    8.53E+050.0327-8.72E+06

    5.09E+050.0374-5.21E+06

    3.23E+050.042-3.30E+06

    alpha = 0.00312.15E+050.0467-2.20E+06

    n = 1.25861.48E+050.0514-1.52E+06

    K-sat = 7.9e-061.06E+050.056-1.09E+06

    theta-r = 07.78E+040.0607-7.96E+05

    theta-sat = 0.45765.84E+040.0654-5.98E+05

    4.48E+040.07-4.58E+05

    3.49E+040.0747-3.57E+05

    2.76E+040.0794-2.82E+05

    2.21E+040.084-2.26E+05

    1.79E+040.0887-1.84E+05

    1.47E+040.0934-1.51E+05

    1.22E+040.0981-1.25E+05

    1.02E+040.1027-1.04E+05

    8.57E+030.1074-8.76E+04

    7.26E+030.1121-7.43E+04

    6.20E+030.1167-6.35E+04

    5.33E+030.1214-5.45E+04

    4.60E+030.1261-4.71E+04

    4.00E+030.1307-4.09E+04

    3.49E+030.1354-3.57E+04

    3.06E+030.1401-3.13E+04

    2.69E+030.1448-2.76E+04

    2.38E+030.1494-2.44E+04

    2.11E+030.1541-2.16E+04

    1.88E+030.1588-1.93E+04

    1.68E+030.1634-1.72E+04

    1.51E+030.1681-1.54E+04

    1.35E+030.1728-1.39E+04

    1.22E+030.1774-1.25E+04

    1.10E+030.1821-1.13E+04

    9.98E+020.1868-1.02E+04

    9.06E+020.1914-9.27E+03

    8.24E+020.1961-8.43E+03

    7.51E+020.2008-7.69E+03

    6.86E+020.2055-7.02E+03

    6.28E+020.2101-6.42E+03

    5.76E+020.2148-5.89E+03

    5.28E+020.2195-5.41E+03

    4.86E+020.2241-4.97E+03

    4.48E+020.2288-4.58E+03

    4.13E+020.2335-4.22E+03

    3.81E+020.2381-3.90E+03

    3.52E+020.2428-3.60E+03

    3.26E+020.2475-3.34E+03

    3.02E+020.2521-3.09E+03

    2.80E+020.2568-2.87E+03

    2.60E+020.2615-2.66E+03

    2.42E+020.2662-2.47E+03

    2.25E+020.2708-2.30E+03

    2.09E+020.2755-2.14E+03

    1.95E+020.2802-1.99E+03

    1.81E+020.2848-1.86E+03

    1.69E+020.2895-1.73E+03

    1.58E+020.2942-1.61E+03

    1.47E+020.2988-1.51E+03

    1.37E+020.3035-1.41E+03

    1.28E+020.3082-1.31E+03

    1.20E+020.3128-1.23E+03

    1.12E+020.3175-1.14E+03

    1.04E+020.3222-1.07E+03

    9.75E+010.3269-9.98E+02

    9.11E+010.3315-9.32E+02

    8.50E+010.3362-8.70E+02

    7.93E+010.3409-8.11E+02

    7.40E+010.3455-7.57E+02

    6.89E+010.3502-7.05E+02

    6.42E+010.3549-6.57E+02

    5.97E+010.3595-6.11E+02

    5.55E+010.3642-5.68E+02

    5.15E+010.3689-5.27E+02

    4.77E+010.3736-4.88E+02

    4.42E+010.3782-4.52E+02

    4.08E+010.3829-4.17E+02

    3.75E+010.3876-3.84E+02

    3.44E+010.3922-3.52E+02

    3.15E+010.3969-3.22E+02

    2.87E+010.4016-2.94E+02

    2.60E+010.4062-2.66E+02

    2.34E+010.4109-2.40E+02

    2.10E+010.4156-2.14E+02

    1.86E+010.4202-1.90E+02

    1.63E+010.4249-1.66E+02

    1.40E+010.4296-1.43E+02

    1.18E+010.4343-1.21E+02

    9.63E+000.4389-9.86E+01

    7.48E+000.4436-7.65E+01

    5.28E+000.4483-5.41E+01

    2.97E+000.4529-3.04E+01

    1.69E+000.4553-1.73E+01

    9.70E-010.4564-9.93E+00

    4.67E-010.4571-4.78E+00

    7.48E-020.4576-7.65E-01

    1.20E-020.4576-1.23E-01

    soil ET-3

    soil ET-4

    These are data from retention tests------------------------------------------These are data from RETC--------------

    Press(cm)H2O (%)Press (Kpa)H2O (fraction)Press (Kpa)H2O (fraction)Press (cm)

    147.20.100.471.44E+100.0248-1.47E+11

    2544.12.440.441.46E+090.0259-1.50E+10

    10940.810.690.411.49E+080.028-1.52E+09

    51538.550.340.381.52E+070.0324-1.55E+08

    1019817.8996.870.183.98E+060.0367-4.08E+07

    1458317.11425.530.171.54E+060.0411-1.58E+07

    8369616.881814.390.077.40E+050.0454-7.57E+06

    4.06E+050.0498-4.15E+06

    2.44E+050.0541-2.50E+06

    1.57E+050.0585-1.61E+06

    1.07E+050.0628-1.09E+06

    alpha = 0.00247.53E+040.0671-7.71E+05

    n = 1.30345.50E+040.0715-5.63E+05

    K-sat = 1.6e-064.13E+040.0758-4.23E+05

    theta-r = 0.02373.17E+040.0802-3.25E+05

    theta-sat =0.44942.48E+040.0845-2.54E+05

    1.98E+040.0889-2.03E+05

    1.60E+040.0932-1.64E+05

    1.31E+040.0975-1.34E+05

    1.09E+040.1019-1.11E+05

    9.08E+030.1062-9.29E+04

    7.66E+030.1106-7.84E+04

    6.52E+030.1149-6.67E+04

    5.60E+030.1193-5.72E+04

    4.83E+030.1236-4.94E+04

    4.20E+030.128-4.29E+04

    3.67E+030.1323-3.75E+04

    3.22E+030.1366-3.30E+04

    2.84E+030.141-2.91E+04

    2.52E+030.1453-2.58E+04

    2.24E+030.1497-2.30E+04

    2.01E+030.154-2.05E+04

    1.80E+030.1584-1.84E+04

    1.62E+030.1627-1.66E+04

    1.46E+030.167-1.50E+04

    1.32E+030.1714-1.35E+04

    1.20E+030.1757-1.23E+04

    1.09E+030.1801-1.12E+04

    9.98E+020.1844-1.02E+04

    9.13E+020.1888-9.34E+03

    8.36E+020.1931-8.56E+03

    7.68E+020.1975-7.86E+03

    7.07E+020.2018-7.23E+03

    6.52E+020.2061-6.67E+03

    6.02E+020.2105-6.15E+03

    5.56E+020.2148-5.69E+03

    5.15E+020.2192-5.27E+03

    4.78E+020.2235-4.89E+03

    4.44E+020.2279-4.54E+03

    4.13E+020.2322-4.22E+03

    3.84E+020.2365-3.93E+03

    3.58E+020.2409-3.67E+03

    3.34E+020.2452-3.42E+03

    3.12E+020.2496-3.19E+03

    2.92E+020.2539-2.99E+03

    2.73E+020.2583-2.79E+03

    2.56E+020.2626-2.62E+03

    2.40E+020.267-2.45E+03

    2.25E+020.2713-2.30E+03

    2.11E+020.2756-2.16E+03

    1.98E+020.28-2.02E+03

    1.86E+020.2843-1.90E+03

    1.75E+020.2887-1.79E+03

    1.64E+020.293-1.68E+03

    1.54E+020.2974-1.58E+03

    1.45E+020.3017-1.48E+03

    1.36E+020.3061-1.40E+03

    1.28E+020.3104-1.31E+03

    1.21E+020.3147-1.24E+03

    1.14E+020.3191-1.16E+03

    1.07E+020.3234-1.09E+03

    1.00E+020.3278-1.03E+03

    9.44E+010.3321-9.66E+02

    8.88E+010.3365-9.08E+02

    8.34E+010.3408-8.53E+02

    7.83E+010.3451-8.01E+02

    7.34E+010.3495-7.51E+02

    6.88E+010.3538-7.04E+02

    6.44E+010.3582-6.59E+02

    6.03E+010.3625-6.16E+02

    5.63E+010.3669-5.76E+02

    5.25E+010.3712-5.37E+02

    4.88E+010.3756-5.00E+02

    4.54E+010.3799-4.64E+02

    4.20E+010.3842-4.30E+02

    3.88E+010.3886-3.97E+02

    3.57E+010.3929-3.66E+02

    3.28E+010.3973-3.35E+02

    2.99E+010.4016-3.06E+02

    2.71E+010.406-2.77E+02

    2.44E+010.4103-2.50E+02

    2.18E+010.4146-2.23E+02

    1.92E+010.419-1.96E+02

    1.67E+010.4233-1.70E+02

    1.42E+010.4277-1.45E+02

    1.17E+010.432-1.19E+02

    9.15E+000.4364-9.37E+01

    6.56E+000.4407-6.72E+01

    3.78E+000.4451-3.86E+01

    2.20E+000.4472-2.25E+01

    1.28E+000.4483-1.31E+01

    6.33E-010.449-6.48E+00

    1.08E-010.4494-1.11E+00

    1.85E-020.4494-1.89E-01

    soil ET-4

    proctor

    These are data from retention tests------------------------------------------These are data from RETC--------------

    Press(cm)H2O (%)Press (Kpa)H2O (fraction)Press (Kpa)H2O (fraction)Press (cm)

    149.30.100.493.85E+090.0099-3.94E+10

    5148.34.940.485.96E+080.0149-6.10E+09

    13446.913.100.471.59E+080.0199-1.63E+09

    51044.149.840.445.69E+070.0249-5.83E+08

    826027.3807.470.272.46E+070.0298-2.52E+08

    1244226.01216.180.261.21E+070.0348-1.24E+08

    1611324.61575.060.256.56E+060.0398-6.71E+07

    8369619.881814.390.103.82E+060.0448-3.91E+07

    2.35E+060.0497-2.41E+07

    1.52E+060.0547-1.55E+07

    1.02E+060.0597-1.04E+07

    alpha = 0.00157.04E+050.0647-7.20E+06

    n = 1.21755.01E+050.0696-5.12E+06

    K-sat = 8.6e-083.65E+050.0746-3.73E+06

    theta-r = 02.71E+050.0796-2.77E+06

    theta-sat =0.48742.05E+050.0845-2.10E+06

    1.58E+050.0895-1.61E+06

    1.23E+050.0945-1.26E+06

    9.71E+040.0995-9.94E+05

    7.76E+040.1044-7.94E+05

    6.27E+040.1094-6.41E+05

    5.11E+040.1144-5.23E+05

    4.20E+040.1194-4.30E+05

    3.48E+040.1243-3.56E+05

    2.91E+040.1293-2.97E+05

    2.44E+040.1343-2.50E+05

    2.07E+040.1393-2.11E+05

    1.76E+040.1442-1.80E+05

    1.50E+040.1492-1.54E+05

    1.29E+040.1542-1.32E+05

    1.12E+040.1592-1.14E+05

    9.70E+030.1641-9.92E+04

    8.45E+030.1691-8.64E+04

    7.39E+030.1741-7.56E+04

    6.49E+030.179-6.64E+04

    5.72E+030.184-5.85E+04

    5.06E+030.189-5.17E+04

    4.49E+030.194-4.59E+04

    3.99E+030.1989-4.08E+04

    3.56E+030.2039-3.64E+04

    3.18E+030.2089-3.26E+04

    2.85E+030.2139-2.92E+04

    2.56E+030.2188-2.62E+04

    2.31E+030.2238-2.36E+04

    2.09E+030.2288-2.13E+04

    1.89E+030.2338-1.93E+04

    1.71E+030.2387-1.75E+04

    1.55E+030.2437-1.59E+04

    1.41E+030.2487-1.44E+04

    1.28E+030.2536-1.31E+04

    1.17E+030.2586-1.20E+04

    1.07E+030.2636-1.10E+04

    9.79E+020.2686-1.00E+04

    8.98E+020.2735-9.18E+03

    8.23E+020.2785-8.42E+03

    7.56E+020.2835-7.73E+03

    6.95E+020.2885-7.11E+03

    6.39E+020.2934-6.54E+03

    5.89E+020.2984-6.02E+03

    5.43E+020.3034-5.55E+03

    5.01E+020.3084-5.12E+03

    4.62E+020.3133-4.73E+03

    4.27E+020.3183-4.37E+03

    3.95E+020.3233-4.04E+03

    3.65E+020.3282-3.73E+03

    3.37E+020.3332-3.45E+03

    3.12E+020.3382-3.19E+03

    2.89E+020.3432-2.96E+03

    2.67E+020.3481-2.74E+03

    2.47E+020.3531-2.53E+03

    2.29E+020.3581-2.34E+03

    2.12E+020.3631-2.17E+03

    1.96E+020.368-2.00E+03

    1.81E+020.373-1.85E+03

    1.67E+020.378-1.71E+03

    1.54E+020.383-1.58E+03

    1.42E+020.3879-1.46E+03

    1.31E+020.3929-1.34E+03

    1.21E+020.3979-1.23E+03

    1.11E+020.4029-1.13E+03

    1.01E+020.4078-1.04E+03

    9.26E+010.4128-9.48E+02

    8.44E+010.4178-8.63E+02

    7.66E+010.4227-7.84E+02

    6.93E+010.4277-7.09E+02

    6.23E+010.4327-6.38E+02

    5.57E+010.4377-5.70E+02

    4.95E+010.4426-5.06E+02

    4.35E+010.4476-4.45E+02

    3.77E+010.4526-3.86E+02

    3.22E+010.4576-3.30E+02

    2.69E+010.4625-2.75E+02

    2.17E+010.4675-2.22E+02

    1.67E+010.4725-1.71E+02

    1.16E+010.4775-1.19E+02

    6.38E+000.4824-6.53E+01

    3.56E+000.4849-3.64E+01

    2.00E+000.4862-2.05E+01

    9.39E-010.4869-9.61E+00

    1.41E-010.4874-1.45E+00

    2.13E-020.4874-2.18E-01

    proctor

    model results

    These are data from retention tests------------------------------------------These are data from RETC--------------

    Press(cm)H2O (%)Press (Kpa)H2O (fraction)Press (Kpa)H2O (fraction)Press (cm)

    048.60.100.491.59E+100.0098-1.63E+11

    5046.84.890.472.10E+090.0147-2.15E+10

    13646.013.290.465.00E+080.0196-5.11E+09

    51044.349.840.441.64E+080.0244-1.68E+09

    764927.5747.650.276.59E+070.0293-6.74E+08

    1458325.71425.530.263.05E+070.0342-3.12E+08

    83696111.581814.390.111.57E+070.0391-1.60E+08

    8.70E+060.044-8.90E+07

    5.14E+060.0489-5.26E+07

    3.19E+060.0538-3.27E+07

    alpha = 0.00172.07E+060.0587-2.12E+07

    n = 1.20021.39E+060.0636-1.42E+07

    K-sat = 1.6e-089.57E+050.0684-9.79E+06

    theta-r = 06.78E+050.0733-6.94E+06

    theta-sat = 0.47914.91E+050.0782-5.03E+06

    3.63E+050.0831-3.71E+06

    2.73E+050.088-2.79E+06

    2.08E+050.0929-2.13E+06

    1.61E+050.0978-1.65E+06

    1.26E+050.1027-1.29E+06

    1.00E+050.1076-1.02E+06

    8.02E+040.1124-8.20E+05

    6.48E+040.1173-6.63E+05

    5.29E+040.1222-5.41E+05

    4.34E+040.1271-4.44E+05

    3.60E+040.132-3.68E+05

    3.00E+040.1369-3.07E+05

    2.52E+040.1418-2.58E+05

    2.13E+040.1467-2.17E+05

    1.80E+040.1516-1.85E+05

    1.54E+040.1564-1.57E+05

    1.32E+040.1613-1.35E+05

    1.14E+040.1662-1.16E+05

    9.82E+030.1711-1.01E+05

    8.54E+030.176-8.73E+04

    7.44E+030.1809-7.61E+04

    6.51E+030.1858-6.66E+04

    5.72E+030.1907-5.85E+04

    5.03E+030.1956-5.15E+04

    4.45E+030.2004-4.55E+04

    3.94E+030.2053-4.03E+04

    3.50E+030.2102-3.58E+04

    3.12E+030.2151-3.19E+04

    2.78E+030.22-2.85E+04

    2.49E+030.2249-2.55E+04

    2.23E+030.2298-2.29E+04

    2.01E+030.2347-2.06E+04

    1.81E+030.2395-1.85E+04

    1.63E+030.2444-1.67E+04

    1.48E+030.2493-1.51E+04

    1.34E+030.2542-1.37E+04

    1.21E+030.2591-1.24E+04

    1.10E+030.264-1.13E+04

    1.00E+030.2689-1.03E+04

    9.14E+020.2738-9.35E+03

    8.34E+020.2787-8.53E+03

    7.61E+020.2835-7.79E+03

    6.96E+020.2884-7.12E+03

    6.37E+020.2933-6.52E+03

    5.84E+020.2982-5.97E+03

    5.36E+020.3031-5.48E+03

    4.92E+020.308-5.03E+03

    4.52E+020.3129-4.62E+03

    4.15E+020.3178-4.25E+03

    3.82E+020.3227-3.91E+03

    3.51E+020.3275-3.59E+03

    3.23E+020.3324-3.31E+03

    2.98E+020.3373-3.05E+03

    2.74E+020.3422-2.80E+03

    2.52E+020.3471-2.58E+03

    2.33E+020.352-2.38E+03

    2.14E+020.3569-2.19E+03

    1.97E+020.3618-2.02E+03

    1.81E+020.3667-1.86E+03

    1.67E+020.3715-1.71E+03

    1.53E+020.3764-1.57E+03

    1.41E+020.3813-1.44E+03

    1.29E+020.3862-1.32E+03

    1.18E+020.3911-1.21E+03

    1.08E+020.396-1.11E+03

    9.86E+010.4009-1.01E+03

    8.98E+010.4058-9.19E+02

    8.15E+010.4107-8.34E+02

    7.37E+010.4155-7.54E+02

    6.64E+010.4204-6.79E+02

    5.95E+010.4253-6.09E+02

    5.30E+010.4302-5.42E+02

    4.68E+010.4351-4.79E+02

    4.10E+010.44-4.19E+02

    3.54E+010.4449-3.63E+02

    3.01E+010.4498-3.08E+02

    2.50E+010.4547-2.56E+02

    2.01E+010.4595-2.06E+02

    1.53E+010.4644-1.57E+02

    1.06E+010.4693-1.09E+02

    5.78E+000.4742-5.91E+01

    3.19E+000.4767-3.27E+01

    1.78E+000.4779-1.82E+01

    8.26E-010.4786-8.45E+00

    1.21E-010.4791-1.24E+00

    1.77E-020.4791-1.82E-01

    model results

    Proctor curve is for a sample taken previous to the ACAP effort

    Data are taken from the plotted curve and do not represent the actual measurement points

    2487.25

    2594.6

    2695.6

    2794.6

    2892.75

    2990.75

    3089

    2796.75

    3190.75

    00

    00

    0

    0

    0

    0

    0

    Data from HYDRUS-2D CumQ.out file

    TimeCumQ6....

    [T][V]

    36.54.37E-094.37E-10

    738.75E-098.75E-10

    109.51.31E-081.31E-09

    1461.75E-081.75E-09

    182.52.19E-082.19E-09

    2192.62E-082.62E-09

    255.53.06E-083.06E-09

    2923.50E-083.50E-09

    328.53.94E-083.94E-09

    3654.37E-084.37E-09

    401.54.81E-084.81E-09

    4385.25E-085.25E-09

    474.55.69E-085.69E-09

    5116.12E-086.12E-09

    547.56.56E-086.56E-09

    5847.00E-087.00E-09

    620.57.44E-087.44E-09

    6577.87E-087.87E-09

    693.58.31E-088.31E-09

    7308.75E-088.75E-09

    766.59.19E-089.19E-09

    8039.62E-089.62E-09

    839.51.01E-071.01E-08

    8761.05E-071.05E-08

    912.51.09E-071.09E-08

    9491.14E-071.14E-08

    985.51.18E-071.18E-08

    10221.22E-071.22E-08

    1058.51.27E-071.27E-08

    10951.31E-071.31E-08

    1131.51.36E-071.36E-08

    11681.40E-071.40E-08

    1204.51.44E-071.44E-08

    12411.49E-071.49E-08

    1277.51.53E-071.53E-08

    13141.57E-071.57E-08

    1350.51.62E-071.62E-08

    13871.66E-071.66E-08

    1423.51.71E-071.71E-08

    14601.75E-071.75E-08

    1496.51.79E-071.79E-08

    15331.84E-071.84E-08

    1569.51.88E-071.88E-08

    16061.92E-071.92E-08

    1642.51.97E-071.97E-08

    16792.01E-072.01E-08

    1715.52.06E-072.06E-08

    17522.10E-072.10E-08

    1788.52.14E-072.14E-08

    18252.19E-072.19E-08

    1861.50.0000002232.23E-08

    18980.0000002272.27E-08

    1934.50.0000002322.32E-08

    19710.0000002362.36E-08

    2007.50.0000002412.41E-08

    20440.0000002452.45E-08

    2080.50.0000002492.49E-08

    21170.0000002542.54E-08

    2153.50.0000002582.58E-08

    21900.0000002622.62E-08

    2226.50.0000002672.67E-08

    22630.0000002712.71E-08

    2299.50.0000002762.76E-08

    23360.000000282.80E-08

    2372.50.0000002842.84E-08

    24090.0000002892.89E-08

    2445.50.0000002932.93E-08

    24820.0000002972.97E-08

    2518.50.0000003023.02E-08

    25550.0000003063.06E-08

    2591.50.000000313.10E-08

    26280.0000003153.15E-08

    2664.50.0000003193.19E-08

    27010.0000003243.24E-08

    2737.50.0000003283.28E-08

    27740.0000003323.32E-08

    2810.50.0000003373.37E-08

    28470.0000003413.41E-08

    2883.50.0000003453.45E-08

    29200.000000353.50E-08

    2956.50.0000003543.54E-08

    29930.0000003593.59E-08

    3029.50.0000003633.63E-08

    30660.0000003673.67E-08

    3102.50.0000003723.72E-08

    31390.0000003763.76E-08

    3175.50.000000383.80E-08

    32120.0000003853.85E-08

    3248.50.0000003893.89E-08

    32850.0000003943.94E-08

    3321.50.0000003983.98E-08

    33580.0000004024.02E-08

    3394.50.0000004074.07E-08

    34310.0000004114.11E-08

    3467.50.0000004154.15E-08

    35040.000000424.20E-08

    3540.50.0000004244.24E-08

    35770.0000004284.28E-08

    3613.50.0000004334.33E-08

    36500.0000004374.37E-08

    0

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    Time (days)

  • Soil Textural TriangleImportant point: it is pore size distribution (not grain size distribution) that determines flow characteristics

  • Design Precipitation EventsFor use in calculating water storage requirementsFor use in numerical simulationsImportant regulatory decision

  • Precipitation Data for Calculating Water Storage RequirementsHow much water must be stored Average X-yr maximumPeriod of recordand for what period of time?Relative timing of precipitation (P) and transpiration (T) very importantDuring storms P > ETCold winters: T may be ~ 0 for monthsMild winters: P and T may coincide

  • Source of climate dataWestern Regional Climate Center: www.wrcc.dri.edu

    PrecipitationPETTemperature

  • Calculation of required depth of soil for water storage layerInput:Water storage capacity of soil (a)(meters of water / meter of soil) Storage requirement (b) (meters of water) Calculate required depth of soil:

  • BreakDiscussionRetention theoryLab analysis of soilDesign precipitation eventsCalculation of soil layer storage requirements

  • Numerical simulations (computer models)Purpose: to refine design by introducing environmental stressRegulatory concernsWhich model? HELP, HYDRUS-2D, UNSAT-H, LEACHM, EPIC, SoilCover, ETC-XInput parameters: source?Input data sets: source?Results: how displayed?

  • Modeling:the map is not the territory You have data?well known, unnamed modeler personal communication

  • Whats a model?Initial conditions:How wet was the soil at the start of the simulation?

  • ..more diversion: Unsaturated parameters for modeling

  • Unsaturated soil parameters for modelingModels require value for unsaturated hydraulic conductivity (Kunsat or K)Very difficult, time consuming, and expensive to measureCan be estimated from measured values for Ksat and retention properties

  • An aside to the diversionsaturated vs unsaturatedBelow the water tableall pore space is filled with watergravity dominates Above the water table: unsaturated (vadose) zonevarying degrees of air-filled porositycapillary forces quickly dominate

  • Vadose zone hydrology (cont)Conceptual model is flow of water through collection of tubes some of which may be emptyBasic physics is Poiseuilles Law for water flow through pipes (relates flow to pipe diameter)Mualem combined Poiseuilles Law with various factors to describe flow of water through porous media with pores of various sizes, connected-ness, and tortuosityProblem: no connection to lab or field parametersvan Genuchten described an equation that fits the shape of retention data and which provides the link to connect lab data to Mualems model

  • Vadose zone hydrology (condensed)Water Content ()Soil water potential (h)First pores emptyAir entry potential (AEP)Slope (n) describes water content vs potential Residual water content(R)Saturated water content (S) = 1 / AEPn = slope = volumetric water contentR = residualS = saturated

    Chart2

    0.3980.0573

    0.3940.0582

    0.1550.0601

    0.1240.0637

    0.1110.0674

    0.0960.071

    0.0370.0747

    0.0350.0784

    0.0330.082

    0.0857

    0.0893

    0.093

    0.0967

    0.1003

    0.104

    0.1076

    0.1113

    0.1149

    0.1186

    0.1223

    0.1259

    0.1296

    0.1332

    0.1369

    0.1406

    0.1442

    0.1479

    0.1515

    0.1552

    0.1589

    0.1625

    0.1662

    0.1698

    0.1735

    0.1772

    0.1808

    0.1845

    0.1881

    0.1918

    0.1954

    0.1991

    0.2028

    0.2064

    0.2101

    0.2137

    0.2174

    0.2211

    0.2247

    0.2284

    0.232

    0.2357

    0.2394

    0.243

    0.2467

    0.2503

    0.254

    0.2577

    0.2613

    0.265

    0.2686

    0.2723

    0.276

    0.2796

    0.2833

    0.2869

    0.2906

    0.2942

    0.2979

    0.3016

    0.3052

    0.3089

    0.3125

    0.3162

    0.3199

    0.3235

    0.3272

    0.3308

    0.3345

    0.3382

    0.3418

    0.3455

    0.3491

    0.3528

    0.3565

    0.3601

    0.3638

    0.3674

    0.3711

    0.3747

    0.3784

    0.3821

    0.3857

    0.3894

    0.393

    0.3967

    0.4004

    0.404

    0.4077

    0.4113

    0.4132

    0.4141

    0.4146

    0.415

    0.415

    climate

    spreadsheet for plotting climate details for the Monterey site specific design plan

    Avg precip (in)Avg precip (cm)Avg high temp (F)Avg high temp (C)Avg low temp (F)Avg low temp (C)

    J4.2410.7760.0015.5643.36.28

    F3.218.1561.6016.4444.56.94

    M3.258.2661.9016.61457.22

    A1.533.8963.7017.6145.87.67

    M0.491.2464.6018.1147.98.83

    J0.210.5366.8019.3350.210.11

    J0.070.1868.0020.0051.911.06

    A0.100.2569.3020.7252.811.56

    S0.280.7171.9022.175311.67

    O0.771.9670.6021.4450.910.50

    N2.426.1565.4018.5647.18.39

    D2.997.5960.6015.8943.56.39

    climate

    soil RS1

    soil 1S1

    Monterey soil sample RS-1 (red sand from on-site)

    These are data from retention tests------------------------------------------These are data from RETC--------------

    Press(cm)H2O (%)Press (Kpa)H2O (fraction)Press (Kpa)H2O (fraction)Press (cm)

    0.139.80.010.404.33E+020.0573-4434.00

    839.40.780.392.22E+020.0582-2268.00

    3415.53.320.161.13E+020.0601-1160.00

    8312.48.110.125.80E+010.0637-593.50

    25511.124.930.113.92E+010.0674-400.90

    9899.696.680.102.97E+010.071-303.40

    78523.7767.550.042.39E+010.0747-244.40

    278413.52721.510.042.00E+010.0784-204.80

    8369613.381814.370.031.72E+010.082-176.30

    1.51E+010.0857-154.80

    alpha = 0.07261.35E+010.0893-138.00

    n = 2.03411.22E+010.093-124.50

    K-sat = 2.6e-021.11E+010.0967-113.40

    theta-r = 0.05641.02E+010.1003-104.10

    theta-sat = 0.41509.41E+000.104-96.24

    8.74E+000.1076-89.45

    8.17E+000.1113-83.55

    7.66E+000.1149-78.36

    7.21E+000.1186-73.76

    6.81E+000.1223-69.66

    6.45E+000.1259-65.98

    6.12E+000.1296-62.65

    5.83E+000.1332-59.63

    5.56E+000.1369-56.87

    5.31E+000.1406-54.34

    5.08E+000.1442-52.01

    4.87E+000.1479-49.86

    4.68E+000.1515-47.86

    4.50E+000.1552-46.01

    4.33E+000.1589-44.28

    4.17E+000.1625-42.66

    4.02E+000.1662-41.15

    3.88E+000.1698-39.72

    3.75E+000.1735-38.38

    3.63E+000.1772-37.11

    3.51E+000.1808-35.91

    3.40E+000.1845-34.77

    3.29E+000.1881-33.70

    3.19E+000.1918-32.67

    3.10E+000.1954-31.69

    3.01E+000.1991-30.76

    2.92E+000.2028-29.87

    2.84E+000.2064-29.01

    2.76E+000.2101-28.20

    2.68E+000.2137-27.41

    2.61E+000.2174-26.66

    2.53E+000.2211-25.93

    2.47E+000.2247-25.24

    2.40E+000.2284-24.56

    2.34E+000.232-23.91

    2.28E+000.2357-23.29

    2.22E+000.2394-22.68

    2.16E+000.243-22.09

    2.10E+000.2467-21.52

    2.05E+000.2503-20.97

    2.00E+000.254-20.43

    1.95E+000.2577-19.91

    1.90E+000.2613-19.40

    1.85E+000.265-18.90

    1.80E+000.2686-18.42

    1.75E+000.2723-17.95

    1.71E+000.276-17.49

    1.67E+000.2796-17.04

    1.62E+000.2833-16.60

    1.58E+000.2869-16.16

    1.54E+000.2906-15.74

    1.50E+000.2942-15.33

    1.46E+000.2979-14.92

    1.42E+000.3016-14.52

    1.38E+000.3052-14.12

    1.34E+000.3089-13.73

    1.30E+000.3125-13.35

    1.27E+000.3162-12.97

    1.23E+000.3199-12.60

    1.20E+000.3235-12.23

    1.16E+000.3272-11.86

    1.12E+000.3308-11.50

    1.09E+000.3345-11.14

    1.05E+000.3382-10.78

    1.02E+000.3418-10.42

    9.83E-010.3455-10.06

    9.49E-010.3491-9.71

    9.14E-010.3528-9.35

    8.79E-010.3565-8.99

    8.44E-010.3601-8.63

    8.08E-010.3638-8.27

    7.73E-010.3674-7.90

    7.36E-010.3711-7.53

    6.99E-010.3747-7.16

    6.62E-010.3784-6.77

    6.23E-010.3821-6.38

    5.83E-010.3857-5.97

    5.42E-010.3894-5.54

    4.98E-010.393-5.10

    4.52E-010.3967-4.62

    4.02E-010.4004-4.11

    3.46E-010.404-3.54

    2.81E-010.4077-2.88

    1.99E-010.4113-2.03

    1.41E-010.4132-1.44

    9.99E-020.4141-1.02

    6.36E-020.4146-0.65

    2.05E-020.415-0.21

    6.61E-030.415-0.07

    soil 1S1

    proctor

    data for Monterey soil 1S1 (imported soil used in cover)

    These are data from retention tests------------------------------------------These are data from RETC--------------

    Press(cm)H2O (%)Press (Kpa)H2O (fraction)Press (Kpa)H2O (fraction)Press (cm)

    0.141.10.010.414.55E+090.0022-4.66E+10

    2940.82.830.412.88E+080.0043-2.95E+09

    5434.35.280.341.82E+070.0086-1.86E+08

    14026.113.690.263.62E+060.0129-3.71E+07

    51021.449.850.211.15E+060.0173-1.18E+07

    856611.7837.340.124.74E+050.0216-4.85E+06

    1958010.21913.980.102.29E+050.0259-2.35E+06

    8.37E+05181814.370.011.24E+050.0302-1.27E+06

    7.29E+040.0345-7.46E+05

    4.56E+040.0388-4.67E+05

    3.00E+040.0431-3.07E+05

    alpha = 0.07262.05E+040.0475-2.10E+05

    n = 1.25111.45E+040.0518-1.48E+05

    K-sat = 9.9e-051.05E+040.0561-1.08E+05

    theta-r = 07.85E+030.0604-8.03E+04

    theta-sat =0.42285.96E+030.0647-6.10E+04

    4.61E+030.069-4.72E+04

    3.62E+030.0733-3.71E+04

    2.88E+030.0777-2.95E+04

    2.33E+030.082-2.38E+04

    1.90E+030.0863-1.94E+04

    1.56E+030.0906-1.60E+04

    1.30E+030.0949-1.33E+04

    1.09E+030.0992-1.11E+04

    9.17E+020.1035-9.38E+03

    7.79E+020.1079-7.97E+03

    6.66E+020.1122-6.82E+03

    5.73E+020.1165-5.86E+03

    4.96E+020.1208-5.07E+03

    4.31E+020.1251-4.41E+03

    3.76E+020.1294-3.85E+03

    3.30E+020.1337-3.38E+03

    2.91E+020.1381-2.98E+03

    2.57E+020.1424-2.63E+03

    2.28E+020.1467-2.34E+03

    2.03E+020.151-2.08E+03

    1.82E+020.1553-1.86E+03

    1.63E+020.1596-1.66E+03

    1.46E+020.1639-1.50E+03

    1.32E+020.1683-1.35E+03

    1.19E+020.1726-1.22E+03

    1.08E+020.1769-1.10E+03

    9.76E+010.1812-9.99E+02

    8.88E+010.1855-9.08E+02

    8.09E+010.1898-8.27E+02

    7.38E+010.1941-7.55E+02

    6.75E+010.1985-6.90E+02

    6.18E+010.2028-6.32E+02

    5.67E+010.2071-5.80E+02

    5.21E+010.2114-5.33E+02

    4.79E+010.2157-4.91E+02

    4.42E+010.22-4.52E+02

    4.08E+010.2243-4.17E+02

    3.76E+010.2287-3.85E+02

    3.48E+010.233-3.56E+02

    3.22E+010.2373-3.30E+02

    2.99E+010.2416-3.06E+02

    2.77E+010.2459-2.83E+02

    2.57E+010.2502-2.63E+02

    2.39E+010.2545-2.44E+02

    2.22E+010.2589-2.27E+02

    2.06E+010.2632-2.11E+02

    1.92E+010.2675-1.97E+02

    1.79E+010.2718-1.83E+02

    1.67E+010.2761-1.71E+02

    1.55E+010.2804-1.59E+02

    1.45E+010.2847-1.48E+02

    1.35E+010.2891-1.38E+02

    1.26E+010.2934-1.29E+02

    1.17E+010.2977-1.20E+02

    1.09E+010.302-1.12E+02

    1.02E+010.3063-1.04E+02

    9.51E+000.3106-9.73E+01

    8.86E+000.3149-9.07E+01

    8.26E+000.3193-8.45E+01

    7.68E+000.3236-7.86E+01

    7.15E+000.3279-7.31E+01

    6.64E+000.3322-6.79E+01

    6.16E+000.3365-6.31E+01

    5.71E+000.3408-5.84E+01

    5.29E+000.3451-5.41E+01

    4.88E+000.3495-5.00E+01

    4.50E+000.3538-4.61E+01

    4.14E+000.3581-4.24E+01

    3.80E+000.3624-3.88E+01

    3.47E+000.3667-3.55E+01

    3.16E+000.371-3.23E+01

    2.86E+000.3753-2.92E+01

    2.57E+000.3797-2.63E+01

    2.30E+000.384-2.35E+01

    2.03E+000.3883-2.08E+01

    1.78E+000.3926-1.82E+01

    1.53E+000.3969-1.56E+01

    1.29E+000.4012-1.32E+01

    1.05E+000.4055-1.07E+01

    8.11E-010.4099-8.30E+00

    5.72E-010.4142-5.85E+00

    3.20E-010.4185-3.28E+00

    1.82E-010.4206-1.86E+00

    1.04E-010.4217-1.06E+00

    4.98E-020.4224-5.09E-01

    7.88E-030.4228-8.06E-02

    1.25E-030.4228-1.28E-02

    proctor

    part size

    Proctor curve is for a sample taken previous to the ACAP effort

    Data are taken from the plotted curve and do not represent the actual measurement points

    15.9100.3

    17.6106

    19.8105.5

    21.7101.6

    5.7113.9

    7.7118.1

    9.8120.4

    11.9116.1

    part size

    00

    00

    0

    0

    model results

    00

    00

    0

    0

    Particle size data for Monterey soil 1S1

    Diameter (mm)% passing

    75100

    38.1100

    19100

    9.596.39

    4.7592.06

    284.4

    0.8574.35

    0.42564.01

    0.2553.49

    0.10636.42

    0.07531.39

    0.0476327.5

    0.0341224.2

    0.0219220.2

    0.0156417.8

    0.0111914.5

    0.006512.9

    0.0046211.3

    0.003299.7

    0.002489.7

    0.001358.9

    Particle size data for Monterey soil RS1

    Diameter (mm)% passing

    75100

    38.1100

    19100

    9.5100

    4.75100

    299.98

    0.8597.85

    0.42569.58

    0.2531.27

    0.10613.01

    0.07511.9

    0.050812.9

    0.0360211.9

    0.023048

    0.016298

    0.011596

    0.006696

    0.004736

    0.003346

    0.002516

    0.001376

    00

    00

    00

    00

    00

    00

    00

    00

    00

    00

    0

    00

    00

    00

    00

    00

    00

    00

    00

    00

    00

    0

    daysprecipperc

    198931.01340.000604999312.21

    199033.630.00045313.24

    199141.85920.000316.48

    199250.82540.000220.01

    199368.859413.2984427.11

    1.99E+033.91E+01015.39

    2.00E+036.47E+014.125.46

    2.00E+037.65E+010.730.12

    2.00E+035.50E+016.321.66

    2.00E+031.04E+0240.141.01

    64.4999979993

    31.01340.0006049993

    33.62960.000453

    41.85920.0003

    50.82540.0002

    68.859413.29844

    39.09060

    64.66844.1

    76.50480.7

    55.01646.3

    104.165440.1

    Precipitation

    Percolation

  • Capillary barrier functionSilt

  • Represent environmental stress (boundary conditions and internal sinks) to the soil profile (modeled domain)Atmospheric dataPlant community data

    Model input:boundary conditions and internal sinks

  • PrecipitationPotential evapotranspiration (PET) Describes the ability of the atmosphere to remove water from the soil profileType of dataAverage 10-yrPeriod of record Wettest 10 years on recordAverage all Jan. 1 data, Jan. 2 data, etcRequires multiple years to assure equilibriumAtmospheric data

  • Plant parametersIdeal plant community is active year-round and roots throughout the coverFactorsTranspiration rate (internal sink)Cool/warm season (time-varying boundary condition)Rooting depth (location of the internal sink)Sensitivity to landfill gasNutrientsRegulatory concern: source of data

  • Need for modelingLocation of roots in soil profilePartitioning of PET into PE and PTSeasonal timing Available dataRooting depthLeaf area indexDates of freezing temperatures

    Plant community data

  • Modeling and vadose zone parameters Regulatory take-home messageUnderstand origin of vadose zone parameters: soil-specific parameters derived from lab measurements required for modelingRetention curve and Ksat MUST be determined by analysis of specific soilDescribing soil type and then using typical vadose zone values for that type is not OKPlant data are difficult to obtainDesign engineer / regulatory analyst interaction - agree prior to modeling

  • ACAPNationwide network of field-scale cover testing facilitiesProvides measurement (not estimate) of performanceSide-by-side comparison of alternative with prescriptiveAdditional instrumentation to provide data for improved understanding of mechanisms and numerical estimation methods

  • Other monitoring methodsSoil moisture data can be used to estimate performanceQualitative: did a wetting front progress to depth?Quantitative:Darcys Law calculationsThese methods have problemsQualitative methods rely on incorrect assumptionsMeasurement error can lead to order-of-magnitude variation in Darcys Law methodsCorrelating these instrument data with a single point of measurement would help

  • Qualitative use of instrument data to describe flux through cover (1)Statement: The bottom probe(s) did not show any increase in moisture content, therefore the wetting front did not reach that depth and no flux occurred.Issue: If the soil at the bottom probe is at constant moisture content (and probably at unit gradient), then the soil is draining at that unsaturated hydraulic conductivity

  • Qualitative use of instrument data to describe flux through cover (2)Statement: The bottom probe(s) did show any increase in moisture content, therefore the wetting front did reach that depth and flux did occurred.Issue: Even if the soil at the bottom probe shows an increase in moisture content, it may not reach the level required to drain significant water (particularly if a capillary barrier is present)

  • Darcys Law calculations from soil instrument data A simple method to estimated flux:Assume unit gradient conditions (not a bad assumption at depth)Assume instrument data is very accurateFlux = unsaturated hydraulic conductivityIssues:In unsaturated conditions hydraulic conductivity is highly sensitive to moisture contentSmall errors in measurement can translate to order-of-magnitude errors in flux estimates

  • Assume:unit gradient = constantRange of values (annual flux)Calculated = 15 cm (6 in)High = 30 cm ( 12 in)Low = 3 cm ( 1.2 in) Methodology and range of calculated values for instrumented (Darcys Law calculations) estimates of cover performance

  • Improved monitoring methodsACAP-style lysimeter is probably excessive for permitting activitiesInstrumentation alone offers significant possibility of errorHybrid system may be consideredSmall lysimeterSome instrumentationMeasurement at one point can verify additional instrumented locations


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