groundwater modeling and alternatives assessment
TRANSCRIPT
Pyramids Plateau Groundwater Lowering Activity
Groundwater Modeling and Alternatives Assessment
PRESENTED
To SCA, CAPW/NOPWASD and USAID
By
AECOM in association with ECG and EDG
March 30, 2010
This presentation is made possible by the support of the American people through the U.S. Agency for international Development (USAID). The contents of this presentation are the sole responsibility of AECOM, in association with ECG
and EDG, and do not necessarily reflect the views of USAID or the United States Government.
Pyramids Plateau Groundwater Lowering Activity
Workshop Format 30 March 2010 • Project Presentation, Technical Discussions, and
Alternative Assessment • Gain consensus on preferred alternative(s) • Resolve concerns/questions 31 March 2010 • Presentation to Dr. Zahi Hawas and Ms. Hilda Arellano • Outcome of 30 March Technical Discussions • Discussions with Dr. Hawas and Director Arellano.
Pyramids Plateau Groundwater Lowering Activity
Agenda 1. Introduction – Shripad Gokhale 2. Review previous information – Dominique Brocard 3. Field investigations – Ahmed El Geneidy 4. Groundwater lowering target – Shripad Gokhale 5. Groundwater model – Dominique Brocard 6. Alternatives & Cost Benefit Analysis – Mike Giddinge
Pyramids Plateau Groundwater Lowering Activity
1. Introduction
Pyramids Plateau Groundwater Lowering Activity
Pyramids Plateau Groundwater Lowering Activity
Pyramids Plateau Cross-Section
0
10
20
30
40
50
60
70
80
90
100
110
120
050010001500200025003000
CheopsPyramid
KhafrePyramid
MenkaurePyramid
SphinxMW6
Fayoum Road
Distance (m)
CheopsPyramid
KhafrePyramid
MenkaurePyramid
SphinxMW6
Groundwater Table
Pyramids Plateau Groundwater Lowering Activity
Pyramids Plateau Groundwater Lowering Activity
Photo Courtesy of Cairo University
Pyramids Plateau Groundwater Lowering Activity
Photo Courtesy of Cairo University
Pyramids Plateau Groundwater Lowering Activity
Scope of Work Task 1 – Develop Groundwater Model • Review existing information • Develop & Perform Field Investigations
Borings Aquifer Testing Geophysics
• Develop Conceptual Model • Identify Causes of
Groundwater Rise • Simulate Alternatives • Findings Workshop & Report
Pyramids Plateau Groundwater Lowering Activity
Scope of Work Task 2 – Engineering Design • Alternative Development • Cost Benefit Analysis • Alternative evaluation • Workshop and report • Detailed design • Bid document preparation
Pyramids Plateau Groundwater Lowering Activity
Scope of Work Other Tasks • Environmental assessment
Public hearing (11 April)
• Bidding Assistance Finalize bid package Prepare FARA Assist during bid period
• Monument Monitoring Program • CM Services (Optional)
Pyramids Plateau Groundwater Lowering Activity
2. Review of Previous Information
Pyramids Plateau Groundwater Lowering Activity
Previous Work • Geologic Studies • AMBRIC project
– Greater Cairo Wastewater Project (1989) – Sphinx Area Groundwater Study (1990)
• Cairo University (2007-2009) – 15 boreholes / piezometers – Water chemistry analyses – Pumping tests – 8 dewatering wells
Pyramids Plateau Groundwater Lowering Activity
Geologic Studies • Aigner, T. Geology and Geomorphology of the Giza Pyramids
Plateau: An Overview . • Aigner, T. Zur Geologie und Geoarchäologie des
Pyramidenplateaus von Giza, Ägypten. Natur und Museum. • Aigner, T. 1983. A Pliocene Cliff-Line Around the Giza Pyramids
Plateau. Palaeogeography, Palaeoclimatology, Palaeoecology 42. • Bunbury, J., Lutley, C. and Graham, A. 2007. Giza
Geomorphological Study. Giza Occasional Papers, AERA. • Fourtau, M.R. 1899. Les Environs des Pyramides de Ghizeh.
Bulletin de la Société Khédiviale V, No. 4. • Hassan, N.M. and Sherif, O.H. Petrophysical Studies on Samples
from Oecene Exposures West Cairo, Egypt.
Pyramids Plateau Groundwater Lowering Activity
Geologic Studies • Knetsch, G. 1953. Zur Geologie eines Altägyptishcen Baudenkmals
in Giza. Neues Jahrbuch für Geologie und Paläontologie 3. • Fitzner, B., Heinrichs, K. and La Bouchardiere, D. 2003. Limestone
Weathering in Limestone Monuments in Cairo Egypt, Building Environment, Vol 38.
• Gauri, K.L. et. al., 1990. Weathering of Limestone Beds at the Great Sphinx, Environ. Geol. Water Sci. 15, No. 3.
• Gauri, K.L.1984. Geologic Study of the Great Sphinx, American Research center in Egypt Newsletter 127.
• Gauri, K.L. and J.J. Sinai, 1992. The Age of the Sphinx • Said, R. and Martin, L. 1964. Guidebook to the Geology and
Archeology of Egypt. Petroleum Exploration Society of Lybia.
Pyramids Plateau Groundwater Lowering Activity
Geologic Studies • Punuru, A.R., Chowdhury, A.N., Kulsheshtha, N.P. and Gauri, K.L.
1990. Control of Porosity on Durability of Limestone at the Great Sphinx, Egypt. Environmental Geol Water Sci, Vol 15, No.3.
• Sayed, M.O. 1952. The Structural Features of the Giza Pyramids Area, Ph.D. thesis, Fouad I University.
• Wissa, M. 1988. Sand Beneath Giza: the Karsts. GM 101
Pyramids Plateau Groundwater Lowering Activity
AMBRIC
• 70+ borings / piezometers • Geologic cross-sections • Groundwater level measurements • Influence of El Arham well field
Pyramids Plateau Groundwater Lowering Activity
Geologic Cross Section
Pyramids Plateau Groundwater Lowering Activity
Pyramids Plateau Groundwater Lowering Activity
• Pre-dewatering groundwater levels – 15.4 to 15.7 m in
Sphinx Area – Relatively flat water
table
Cairo University
16.0
19.4 -> 17.4
15.7
15.915.6
15.315.6
15.4
15.5
16.3 – 14.2
15.8
15.8
16.3
15.5 15.6
Pyramids Plateau Groundwater Lowering Activity
• Pumping tests
Cairo University
Formation Transmissivity (m2/day)
Specific Yield
SW 1 Alluvium 944* 0.35
SW 2 Maadi Limestone
5,400* 0.024
SW 3 Alluvium 3,070* 0.024
* Reanalyzed by AECOM
Pyramids Plateau Groundwater Lowering Activity
• Dewatering System – 8 wells in Temples
area – 624 m3/hr – Drawdown
• 0.9 m in limestone • 2.5 m in alluvium
Cairo University
Pyramids Plateau Groundwater Lowering Activity
10.0
11.0
12.0
13.0
14.0
15.0
16.0
11-Jul-08 30-Aug-08 19-Oct-08 8-Dec-08 27-Jan-09 18-Mar-09 7-May-09 26-Jun-09 15-Aug-09 4-Oct-09 23-Nov-09
GR
OU
ND
WAT
ER E
LEVA
TIO
N
TIME - DATE
Pz # 1-1
Pz # L1
Pz # L2
Pz # L3
Pz # 2-1
Pz # 2-2
Pz # 3-1
Pz # 3-2
Pz # 11
Pz # 12
Pz # 14
Pz # 15
Pz # 16
Temple # 1
Temple # 2
PZ 12
PZ 1-1
PZ 14PZ 15PZ 11PZ 2-2PZ 2-1
PZ 3-2
PZ 3-1
PZ L3
Temple 1
Temple 2
Data from Cairo University
Pyramids Plateau Groundwater Lowering Activity
Potential Causes of Groundwater Rise
• Water/wastewater system leakage in Nazlet El Semman
• Irrigation at Mena House golf course and Sound & Light garden
• Leakage from Mansouriah Canal • Development along Fayoum Road • Nile Water level rise after Aswan High Dam • El Ahram well field
Pyramids Plateau Groundwater Lowering Activity
Nile Water Levels
• Lower water levels in Winter
• Groundwater level variations in alluvium
• Little apparent effect on groundwater levels in limestone (AMBRIC)
15.0
15.5
16.0
16.5
17.0
17.5
18.0
18-Dec-08 28-Mar-09 6-Jul-09 14-Oct-09 22-Jan-10
Pyramids Plateau Groundwater Lowering Activity
3. Field Investigations
Pyramids Plateau Groundwater Lowering Activity
Outline of the Program Four pumping tests:
• PT 1&2: 2 new wells & 4 new piezometers. • PT 3: 1 existing well & 4 existing piezometers. • PT 4: 8 existing wells & 12 piezometers.
Two monitoring wells: MW 5 & MW 6.
Geophysical surveys: GPR and seismic tests along four profiles.
Field survey for the whole site.
Pyramids Plateau Groundwater Lowering Activity
Site Layout Site #1
Site #2 Pumping test
Site #8
Site #4
Site #3 Pumping test Geophysics
Site #7
Site #5
Site #6
Pumping test
MW
MW
Geophysics
Geophysics
Pumping test Geophysics
Pyramids Plateau Groundwater Lowering Activity
Site # 1 Site #1 Pumping test
Site #1: Mena House Oberoi • 1 new well & 2 new piezometers. - 1 Step drawdown test
- 1 Constant flow test; q = 60 m3/hr
PT1 MW1 MW2
Pyramids Plateau Groundwater Lowering Activity
Site # 1 Flow rate (q) = 60 m3/hr
4.0
6.0
8.0
10.0
12.0
14.0
16.0
0.1 1 10 100 1000 10000
Wat
er L
evel
Ele
vatio
n (m
)
Time (min)
Well - P.T.1
5.17m
15.50m
Drawdown = 10.33m
Pyramids Plateau Groundwater Lowering Activity
14.6
14.8
15.0
15.2
15.4
15.6
15.8
16.0
0.1 1 10 100 1000 10000
Wat
er L
evel
Ele
vatio
n (m
)
Time (min)
MW1 - 10m MW2 - 20m
Drawdown = 0.67m
Drawdown = 0.55m
Site # 1 Flow rate (q) = 60 m3/hr
Pyramids Plateau Groundwater Lowering Activity
Site # 2
Site #2 Pumping test
Pyramids Plateau Groundwater Lowering Activity
Site # 2
Site #2 Pumping test
- 1 new well and 2 new piezometers) - 1 Step drawdown test - 1 Constant flow test; q = 57 m3/hr
Site #2: Nazlet El-Semman
PT2
MW3
MW4
Pyramids Plateau Groundwater Lowering Activity
-1.0
1.0
3.0
5.0
7.0
9.0
11.0
13.0
15.0
0.1 1 10 100 1000 10000
Wat
er L
evel
Ele
vatio
n (m
)
Time (min)
Well - P.T.2
Site # 2
-0.30m
13.23m
Flow rate (q) = 57 m3/hr
Drawdown = 13.53m
Pyramids Plateau Groundwater Lowering Activity
12.0
12.4
12.8
13.2
13.6
14.0
0.1 1 10 100 1000 10000
Wat
er L
evel
Ele
vatio
n (m
)
Time (min)
MW4 - 10m
MW3 - 20m
Drawdown = 0.47m
Site # 2 Flow rate (q) = 57 m3/hr
Drawdown = 0.39m
Pyramids Plateau Groundwater Lowering Activity
Site # 3
Site #3 Pumping test Geophysics
Site #6 MW
Pyramids Plateau Groundwater Lowering Activity
Site # 3
Site #3 Pumping test Geophysics
• 1 existing well
• 4 existing piezometers
• 1 Step drawdown test
• 1 Constant flow test; q = 91m3/hr
W3-a
GB5
GB2
GB4
GB1
Site #3: Workers’ cemetery
Pyramids Plateau Groundwater Lowering Activity
Site # 3 Flow rate (q) = 91 m3/hr
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
0.1 1 10 100 1000 10000
Wat
er L
evel
Ele
vatio
n (m
)
Time (min)
W3-a
8.35m
13.89m
Drawdown = 5.53m
Pyramids Plateau Groundwater Lowering Activity
Drawdown = 0.19m
Site # 3 Flow rate (q) = 91 m3/hr
13.0
13.4
13.8
14.2
14.6
15.0
0.1 1 10 100 1000 10000
Wat
er L
evel
Ele
vatio
n (m
)
Time (min)
GB5 - 28m GB2 - 151m GB1 - 194m GB4 - 134m
Drawdown = 0.20m
Drawdown = 0.19m
Drawdown = 0.45m
Pyramids Plateau Groundwater Lowering Activity
Site # 4
Site #4 Pumping test Geophysics
Pyramids Plateau Groundwater Lowering Activity
Site # 4
Site #4 Pumping test Geophysics
Site #4: East of Sphinx - Shut off of W1 – W8 from Feb 15th to Feb 19th 2010
- Monitoring recovery in 12 nearby piezometers - Resuming discharge on Feb 20th
Pyramids Plateau Groundwater Lowering Activity
Site # 4
12.5
13.0
13.5
14.0
14.5
15.0
0.1 1 10 100 1000 10000 100000
Wat
er L
evel
Ele
vatio
n (m
)
Time (min)
PZ12
1.09m
1.94m
Pyramids Plateau Groundwater Lowering Activity
Results Summary
Site #
Location
Cooper-Jacob Neuman Delayed Yield
Transmissivity (m2/day)
Specific Yield
Transmissivity (m2/day)
Specific Yield
1 Mena House 1170 0.13 894 0.5
2 Nazlet El-Semman
2108 0.037 1625 0.25
3 Workers Cemetery
3670 0.025 2886 0.025
Pyramids Plateau Groundwater Lowering Activity
Site Photos Drilling of well at P.T.2
Pyramids Plateau Groundwater Lowering Activity
Site Photos Monitoring water levels at P.T.1
Pyramids Plateau Groundwater Lowering Activity
Site Photos Monitoring water levels inside well at P.T.3
Pyramids Plateau Groundwater Lowering Activity
P.T. 4: Effect of turn off/on of the 8 wells at the underpass
Site Photos
February 16th 1 day after shutdown
February 21st 1 day after re-operation
Pyramids Plateau Groundwater Lowering Activity
Monitoring Wells Sites #5 & 6: Cairo-Fayoum desert road
(31.1)
(13.1)
GWT (26.6) (26.1)
(1.1)
SAND
SILT
CLAY
(66.3)
GWT (15.0)
(61.3)
(-3.7)
MUDSTONE
LIM
ESTO
NE
(65.3) FILL
MW5 MW6
Pyramids Plateau Groundwater Lowering Activity
Geophysical Surveys
Site #8 Geophysical Profile 2
Site #4
Site #3
Site #7 Geophysical Profile 1
Geophysical Profile 3
Geophysical Profile 4
Pyramids Plateau Groundwater Lowering Activity
Geophysical Surveys • Profile 1:
• Northwest of the pyramids • Average Ground Level (GL) = 30.8m
• Lithology: • 2-3m: loose dry SAND • 12-18m: partially/fully saturated SAND • Dense SAND to LIMESTONE
(30.8)
Loose SAND
Dense SAND
LIMESTONE
Pyramids Plateau Groundwater Lowering Activity
Geophysical Surveys • Profile 2:
• East of the pyramids in Nazlet El-Semman
• Average GL = 26.7m
• Lithology: • 2-3m: loose dry SAND • 12-18m: partially/fully saturated SAND • Dense SAND to LIMESTONE
(26.7)
Loose SAND
Dense SAND
LIMESTONE
Pyramids Plateau Groundwater Lowering Activity
Geophysical Surveys • Profile 3:
• South to southeastern the Sphinx in the busses parking area
• Average GL = 19.8m
• Lithology: • 2.5-4m: loose dry SAND • 6-8m: partially/fully saturated SAND • Dense SAND to LIMESTONE
(19.8)
Loose SAND
Dense SAND
LIMESTONE
Pyramids Plateau Groundwater Lowering Activity
Geophysical Surveys • Profile 4:
• South of the Sphinx across the Sphinx club soccer field in Al-Gabal Al-Qebli
• Average GL = 17.6m
• Lithology: • 2.5-4m: loose dry SAND • 5-8m: partially/fully saturated SAND • Dense SAND to MARL
(17.6)
Loose SAND
Dense SAND
LIMESTONE
Pyramids Plateau Groundwater Lowering Activity
Site Photos Ground Penetration Radar (GPR) along Profile 3
Pyramids Plateau Groundwater Lowering Activity
Site Photos
Seismic test along Profile 4
Pyramids Plateau Groundwater Lowering Activity
Site Photos
Geophones alignment along Profile 3
Pyramids Plateau Groundwater Lowering Activity
Field Surveying Survey
• Coordinates and elevations of all of new piezometers and wells
• Resurveyed Cairo University piezometers and wells • Topographical site survey
Settlement Monitoring:
• Program initiated prior to pump tests • Monitoring continues • No settlement was recorded
Pyramids Plateau Groundwater Lowering Activity
4. Groundwater Lowering Target
Pyramids Plateau Groundwater Lowering Activity
Archeological Elevations Feature Elevation
Fourth Dynasty Floodplain Level – Giza 12.50 Old Kingdom Average Settlement Level 14.74 Sphinx Area
Sphinx Floor 20.00 Sphinx Temple Terrace 16.80 – 16.90 Khafre Temple Tunnel 14.51 Khafre Temple ramp – lowest point excavated 13.96
Workers Area Wall of the Crow – Bottom of Foundation 15.41
Information provided by AERA
Pyramids Plateau Groundwater Lowering Activity
Capillary Rise
• Theoretical Formula: H = 1.4 x 10-5 / r
• Pore radius – Giza Limestone: r = 1.2 – 12 µm*
• Capillary rise H = 1.2 – 12 m * Fitzner et al, 2003
H
Pyramids Plateau Groundwater Lowering Activity
Capillary Field Investigations
Pyramids Plateau Groundwater Lowering Activity
Wall of the Crow Test pit
Capillary Rise = 1.2 m
Pyramids Plateau Groundwater Lowering Activity
Sandy Soil Test Pit
Capillary Rise = 1.7 m
Pyramids Plateau Groundwater Lowering Activity
Limestone Pit Test Pit
Capillary Rise = 1.4 m
Pyramids Plateau Groundwater Lowering Activity
Groundwater Lowering Target
• Sphinx area: 12.5 – 13.5 m • Workers Area: 13.5 - 14.0 m • Rest of Plateau: 15.5 + m
Pyramids Plateau Groundwater Lowering Activity
5. Groundwater Model
Pyramids Plateau Groundwater Lowering Activity
Objectives
• Evaluate contributions of potential sources • Evaluate groundwater lowering
alternatives • Size selected groundwater lowering
alternatives
Pyramids Plateau Groundwater Lowering Activity
Groundwater Model Description
• MODFLOW with GMS user interface • 4 x 4 km coverage • 3 layers • 480,000 cells
Pyramids Plateau Groundwater Lowering Activity
SPHINX
WELLFIELD
GOLF COURSE
MANSOURIAH CANAL
Pyramids Plateau Groundwater Lowering Activity
Pyramids Plateau Cross-Section
0
10
20
30
40
50
60
70
80
90
100
110
120
050010001500200025003000
CheopsPyramid
KhafrePyramid
MenkaurePyramid
SphinxMW6
Fayoum Road
Distance (m)
CheopsPyramid
KhafrePyramid
MenkaurePyramid
SphinxMW6
Groundwater Table
Pyramids Plateau Groundwater Lowering Activity
Pyramids Plateau Groundwater Lowering Activity
Available Borings
Pyramids Plateau Groundwater Lowering Activity
Borings in Model Area
Pyramids Plateau Groundwater Lowering Activity
Limestone Layer
Pyramids Plateau Groundwater Lowering Activity
Lower Sand and Gravel Layer
Pyramids Plateau Groundwater Lowering Activity
Clay Layer
Pyramids Plateau Groundwater Lowering Activity
Upper Sand and Fill Layer
Pyramids Plateau Groundwater Lowering Activity
A A’
B B’
C C’
Pyramids Plateau Groundwater Lowering Activity
A A’
B B’
C C’
Pyramids Plateau Groundwater Lowering Activity
GENERAL HEAD
ALONG CANAL
SPECIFIED HEAD (related to upgradient flow)
Boundary Conditions – Layer 1
NO FLOW
Pyramids Plateau Groundwater Lowering Activity
SPECIFIED HEAD (related to upgradient flow)
Boundary Conditions – Layer 2
Pyramids Plateau Groundwater Lowering Activity
GENERAL HEAD (related to Nile)
SPECIFIED HEAD (related to upgradient
flow)
Boundary Conditions – Layer 3
NO FLOW
Pyramids Plateau Groundwater Lowering Activity
Model Calibration
1. El Ahram Well Field on (1970 – Sep 2005)
2. El Ahram Well Field off (Sep 2005 – Jul 2008)
3. Dewatering system on (Jul 2008 – Feb 2010)
4. Recovery test (Feb 2010)
Pyramids Plateau Groundwater Lowering Activity
CALIBRATION STEP 1 Steady State Mean Error: 0.64 m Mean Absolute Error: 1.1 m
Pyramids Plateau Groundwater Lowering Activity
CALIBRATION STEP 1 Zoom in
Pyramids Plateau Groundwater Lowering Activity
CALIBRATION STEP 2 Steady State Mean Error: 0.44 m Mean Absolute Error: 0.46 m
Pyramids Plateau Groundwater Lowering Activity
No Pumping Scenario - Zoom
CALIBRATION STEP 2 Zoom in
Groundwater Level Rise – 1.1 m
Pyramids Plateau Groundwater Lowering Activity
CALIBRATION STEP 3 Transient – 360 days Mean Error: 0.47 m Mean Absolute Error: 0.83 m
Pyramids Plateau Groundwater Lowering Activity
CALIBRATION STEP 3 Zoom in
Pyramids Plateau Groundwater Lowering Activity
Calibration Step 3 – Time Series
12.5
13
13.5
14
14.5
15
15.5
16
16.5
0 50 100 150 200 250 300 350 400 450
Gro
undw
ater
Ele
vatio
n (m
asl
)
Time (days)
1-1L1L2L32-12-23-1PZ11PZ12PZ14PZ15PZ16
Pyramids Plateau Groundwater Lowering Activity
Calibration Step 4 – Time Series
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
0 1000 2000 3000 4000 5000 6000 7000
Rec
over
y (m
)
Time (min)
Pz # L1
Pz # L2
Pz # L3
Pz # 2-1
Pz # 2-2
Pz # 3-1
Pz # 3-2
Pz # 11
Pz # 12
Pz # 14
Pz # 15
Pz # 16
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
Rec
over
y (m
)
Time (days)
1-1
L1
L2
L3
2-1
2-2
3-1
PZ11
PZ12
PZ14
PZ15
Calibration Step 4– Model Results
Calibration Step 4– Field Measurements
Calibration Step 4– Model Results
Pyramids Plateau Groundwater Lowering Activity
Source Investigation
Source Model Simulation Groundwater level Change at Sphinx
El Ahram Stop pumping +1.1 m Nazlet El Semman Stop recharge from leakage -0.09 m Mena House Golf Course
Stop recharge from irrigation - 0.05 m
Mansouriah Canal Lower water level by 0.5 m -0.05 m Reduce leakage by half -0.02 m
Nile River Lower by 1 m - 0.72 m
Pyramids Plateau Groundwater Lowering Activity
Model Simulations
• Vertical Wells – Cairo University wells in Workers Area activated – Additional wells in limestone
• Linear Drain – Phase 1: Sphinx area
• Higher drain: Elevations = 10.4 – 11.9 m • Lower drain: Elevations = 9.4 – 10.9 m
– Phase 2: Sphinx area + Workers area • Linear Drain + Vertical Wells
Pyramids Plateau Groundwater Lowering Activity
Vertical Wells – All Existing
• Existing CU Wells + Workers area CU Wells – 3 wells, 100 m3/hr each – Groundwater contours after 1
year >>
• Meets 13.5 m target • Does not meet the 12.5 m
target in limestone
12.5
12.5
Pyramids Plateau Groundwater Lowering Activity
Higher Linear Drain – Phase 1
• Sphinx Area leg – Drain elevation: 10.4 – 11.9 m – Flow collected: 815 m3/hr – Groundwater contours after
1/2 year >>
• Does not meet 13.5 m target
13.5
Pyramids Plateau Groundwater Lowering Activity
Lower Linear Drain – Phase 1
• Sphinx Area leg – Drain elevation: 9.4 – 10.9 m – Flow collected: 1,100 m3/hr – Groundwater contours after
1/2 year >>
• Meets 13.5 m target • Does not meet 12.5 m
target in limestone
12.5
Pyramids Plateau Groundwater Lowering Activity
Lower Linear Drain – Phase 2
• Sphinx + Workers areas – Flow from drain 1,310 m3/hr – Groundwater contours
after 1/2 year >>
• Meets 13.5 m target • Meets 13.0 m • Does not meet 12.5 m
target
12.5
Pyramids Plateau Groundwater Lowering Activity
Lower Drain + Vertical Wells
• Phase 1 drain + 3 wells – Drain elevation:
19.4 – 10.9 m – Flows
From drain = 1,000 m3/hr From wells = 150 m3/hr
– Groundwater Contours after 1/2 years >>
• Meets 13.0 m • Does not meet 12.5 m target
12.5
Pyramids Plateau Groundwater Lowering Activity
6. Alternatives and Cost Benefit Analysis
Pyramids Plateau Groundwater Lowering Activity
Alternatives Considered • Source Curtailment • Vertical Wells • Linear Drains in Trenches • Linear Drains with Vertical Wells • Horizontal Wells • Linear Drains with Horizontal Wells • Restart of El Ahram Well Field Note: Alternatives retained from Technical Memorandum No. 2
Pyramids Plateau Groundwater Lowering Activity
Source Curtailment
Causes of increased groundwater water sources include:
• Mena House Golf Course Underdrain • Nazlet El Semman area leakage removal • Mansouriah Canal leakage removal • Fayoum Road / 6th October Development –
leakage
Pyramids Plateau Groundwater Lowering Activity
Source Curtailment Advantages • Reduce the required dewatering system capacity • Better to address to cause than effect
Disadvantages • Implementation extensive and out of control of SCA • Difficult to implement (canal leakage, water system
improvements, etc.) • Minimal groundwater lowering impact
(lowers GW level only approx. 20 cm)
Estimated Cost • N/A
Pyramids Plateau Groundwater Lowering Activity
Vertical Wells Existing operational Existing non-operational Additional wells
Pyramids Plateau Groundwater Lowering Activity
Vertical Wells Advantages • Lower Capital Cost • Lesser construction impact to touristic site • Utilizing portions of existing Cairo University well system • Easily expanded
Disadvantages • Greater maintenance and operating costs • Future maintenance in touristic site • Regular maintenance of more than 20 wells
Estimated Cost • Capital Cost LE 6.4 million • O&M Cost (30 Year) LE 33.3 million • Total Present Day Cost (30 Yr) LE 39.7 million
Pyramids Plateau Groundwater Lowering Activity
Linear Drains in Trenches
Perforated pipes
Manhole
Force Main to Mansouriah Canal
Perforated pipe
Manhole
Pump Station
Pyramids Plateau Groundwater Lowering Activity
Linear Drains in Trenches Advantages • Single Pump Station outside of touristic area • No maintenance required inside touristic area • Least total cost (combined capital and O&M) • Potential discovery of antiquities
Disadvantages • Greatest construction impact in touristic area • High capital cost • Longer construction period • Deep excavation in limestone area near temples/Sphinx
Estimated Cost Drain Elev. Lower Higher • Capital Cost LE 13.9 million 12.7 million • 30 Year O&M Cost LE 25.8 million 23.2 million • Total Present Day Cost LE 39.7 million 35.9 million
Pyramids Plateau Groundwater Lowering Activity
Additional Wells
Perforated pipe
Manhole
Linear Drains with Vertical Wells
Perforated pipes
Force Main to Mansouriah Canal
Pump Station
Pyramids Plateau Groundwater Lowering Activity
Linear Drains with Vertical Wells Advantages • Achieves lower GW in Limestone area than Linear Drains • Potential discovery of antiquities
Disadvantages • Greatest construction impact in touristic area • High capital cost • Longer construction period • Pumps and Maintenance in limestone area near temples/Sphinx
Estimated Cost Drain Elev. Lower • Capital Cost LE 14.3 million • 30 Year O&M Cost LE 28.8 million • Total Present Day Cost LE 43.1 million
Pyramids Plateau Groundwater Lowering Activity
Horizontal Wells Advantages • Little disruption at ground surface • Reduced construction period
Disadvantages • Requires importation of equipment and materials • No local experience with horizontal wells • High cost • Deep well dewatering required • Possible destruction of subsurface antiquities
Estimated Cost Drain Elev. Lower • Capital Cost LE 31.3 million • 30 Year O&M Cost LE 25.8 million • Total Present Day Cost LE 57.1 million
Pyramids Plateau Groundwater Lowering Activity
Linear Drains with Horizontal Wells Advantages • Trenchless Technology for use in limestone area achieving lower target
levels • Avoids potential damage to antiquities • Reduces touristic impact
Disadvantages • Micro-Tunneling can not be used below groundwater using perforated pipe
(entire length requires dewatering) and is size limited • Horizontal Directional Drilling (HDD) can be utilized but is Costly
Estimated Cost (Linear Drains with HDD) • Capital Cost LE 19.7 million • 30 Year O&M Cost LE 25.8 million • Total Present Day Cost LE 45.5 million
Pyramids Plateau Groundwater Lowering Activity
Restart El Ahram Well Field Advantages • Reduces groundwater level in Pyramids Plateau area by
approx. 1.1 meters • Thereby reduces pump sizes and annual pumping costs
Disadvantages • Out of SCA control • No long term guarantee
Estimated Cost • Ongoing study for potential use for irrigation by others
Pyramids Plateau Groundwater Lowering Activity
Alternative Cost Comparison
CapitalO&M
(30 yrs)Total Present
Day Cost1. Vertical Wells 6.4 33.3 39.72. Linear Drains in Trenches 13.9 25.8 39.73. Linear Drains w/Vertical Wells 14.3 28.8 43.14. Horizontal Wells 31.3 25.8 57.15. Linear Drains w/ Horizontal Wells 19.7 25.8 45.5
LE Cost (Millions)
Alternative
Pyramids Plateau Groundwater Lowering Activity
Alternative Cost Comparison
0
10
20
30
40
50
60
Vertical Wells Linear Drains in Trenches
Linear Drains w/Vertical Wells
Horizontal Wells Linear Drains w/ Horizontal Wells
Alternative Costs in Millions (LE)
Capital
O&M(30 yrs)
Total PresentDay Cost
Pyramids Plateau Groundwater Lowering Activity
Conclusions and Recommendations Conclusions Vertical well and linear drain trench options are most economical and require technologies and construction methods that are common in Egypt.
Capital costs are less for vertical wells. However, the linear drain trench option requires little to no maintenance in the touristic/antiquities area.
Recommendations Five alternatives would achieve program goals.
Linear Drains constructed by open trench method appears to provide the best cost benefit of the alternatives considered.