EFFECT OF LASER LAND LEVELING ON WATER SAVEING IN

EGYPTIAN AGRICULTURE

 

Dr. Ahmed El-Behery*                   Dr. Afaf Mohamed**              Dr. Rania K. Ibrahim***

 

 

ABSTRACT

 

Water is a key input to sustained economic growth and productivity in every sector of economy. It is of particularly of critical significance in agricultural production and processing, upon which as much as 40 percent Egypt's GDP depends. Agricultural production relies heavily on irrigation, which uses about 77 percent of Egypt's total water supply, primarily from the Nile River. Water policies that promote growth in agricultural production and processing serve to directly increase the incomes of farmers, as well as to create jobs and provide increased economic security throughout the society. Egypt is endowed with vast land resources. However, without water, this land would be unproductive. The source of Egypt's irrigation water is almost exclusively the Nile River, of which Egypt is currently utilizing a fixed share (55.5 Billion meters cube) yearly. According to the FAO, the standard hydrological index of water scarcity is defined as 1,000 cubic meters of water per capita. Anything below that amount constitutes a condition of "national water scarcity". At the current population level (75 million), average annual per capita water availability in Egypt is 812 cubic meters year 2006. This is expected to drop to 700 cubic meters per capita by the year 2010.Unless timely policy measures are taken to cope with this trend, water will likely become a severe constraint to Egypt's economic development, particularly in the agriculture sector.

 

As part of the Government of Egypt's efforts to promote improve water conservation and management in agriculture sector, the Ministry of Agriculture and Land Reclamation (MLAR) and the Ministry of Water Resources and Irrigation (MWRI) are working together to reduce the amount of water applied to agricultural crops while maintaining high levels of crops productivity and improving farm income. During the last three decades MLAR is adopting several techniques to optimize water applied to each crop, Laser land leveling technique one of the practices has been introduced and highly appreciated by farmers. Field which is leveled by laser reduces water use on sugarcane, rice, wheat, and vegetables crops by between 20-30%, and energy saving by between 10 – 15%. The yield increased by between 10 – 15 %. Other important benefits are derived from this technique. There are; improved drainage; improved fertilizer efficiency; improve weed control; and considerable time and cost saving associated with irrigation.

 

Introduction

 

Egyptian economy has traditionally relied heavily on the agricultural sector for food, fiber and other products. The agricultural sector provides the livelihood for about 40% of the inhabitants and employment for about 34% of the total employment and labor force. In addition, agriculture contributes about 20% of the gross domestic product (GDP) and about 20% of the total exports and foreign exchange earning.

* Senior Researcher, Agricultural Engineering Research Institute (AENRI), ARC, MALR, Egypt.

** Associate Professor, Economic Department, Faculty of agriculture,Damanhour University., Egypt.

*** Researcher, Agricultural Engineering Research Institute (AENRI), ARC, MALR, Egypt.

The demand for agricultural products is increasing due to population growth and the need for more export earning. The country plan is to bring to cultivation a total of 3.4 millions acres from the desert area up to the year 2017.This requires more emphasis on agricultural research to identify agricultural–sector constraints and to  solutions through appropriate technologies especially in the newly cultivated and reclaimed areas. Meanwhile, Delta and Nile valley lands require adopted technology to save water and increase land unit productivity.

      

The Nile is the major source of water in Egypt. The Nil's water agreement between Egypt and Sudan in 1959 allocated about 55.5 billion's meter cube yearly. Surface and improved surface irrigation are the main methods used in old land. In the newly reclaimed land the use of pressurized system such as sprinklers and drip irrigation is a must in newly reclaimed land, and surface irrigation is prohibited by low. On 1978 Laser land leveling technology has been introduced at Noubaria Mechanization Farm as a pilot demonstration the field size was 30 acres, several efforts has been spent to convenes growers to level there field using leaser leveling, but all efforts has been failed. On 1984 National Mechanization Project took the initiative and introduced Laser Land Leveling technology in upper Egypt region, where farmers cultivate Sugar-cane which consume a lot of water, the field surfaces were uneven, this tend to some what over irrigation. Since then the growers has noticed the technology benefits, meanwhile, this technology introduced to Lower Egypt, were growers cultivate Paddy rice. On 1996 private contractors has realized the potential and market demand of Laser technology on commercial basis, this was starting point and spreading laser leveling technology. El- Hadad et al (1984) indicated that earth work volume between 22 meter cube per feddan were moved (an average of 41 meter cube per feddan was moved). Although check surveys were carried out. Mcclung and Berger (1986) mentioned that in order to determine when field is leveled or it needs leveling, certain criteria must be set, which may be based mainly on two different parameters, precision land leveling index, and volume of cut required per feddan. El-Hamamy (1988) showed that surface irregularities exceed by far the accepted tolerance allowed in surface irrigation deviations reported from zero level or slightly inclined fields (0.03-0.05) vary between 8-23 cm in Nile Delta and 7-35 cm in Upper Egypt. This deviation occurred in fields leveled, smoothed and prepared for planting different crops. Deviation were higher near the field edges and at the corners.

                                                                                         

 

MATERIAL AND METHODS

 

Light Amplification of Simulated Emission of Radiation (LASER) which was utilized in agriculture sector, the unit consists of transmitter powered by 12 volt battery. Receiver move up and down controlled by tractor hydraulic system and solenoid valves, control box powered by tractor electrical system. Transmitter is mounted on wood stand, receiver mounted on top of four wheels field leveler three meter width, and control box mounted on tractor next to tractor control panel. The laser leveling process starts by field survey for determining field surface slope, as well as surveying the high and low spots of field surface and draw survey grid, to determined dirt cut and fill amount. The ideal condition to operate laser system economically, the difference between high and low spots shouldn't be more than 15 cm. The function of laser unit starts when the receiver on the field leveler receive a ray from transmitter which based on one corner in the field , then the receiver transform this ray into signals to the control box mounted on the tractor. One transmitter can serve 2-3 tractors efficiently, therefore, leveling cost per feddan is economical, the average time to level one feddan between 2-3 hours, laser land leveling needs to be repeated in the same field every four years.

Based on (MLAR) and (MWRI) strategic plan to reclaim 3.4 million feddan up to 2017, in order to narrow food gap to meet daily food demand. Due to the population increase yearly in Egypt, Egyptian Government is encouraging farmers to produce horticulture and field crops for local market and export, both ministries encourage farmers to use different technology to save water, one of this technology was laser land leveling. Several field trips conducted in Behera Governorate, to meet farmers leveled their fields by LASER technology.

 

 


 

 

           Electrical Mast                                                                  Transmitter

      

 

 

 

 

 

 

 

 

 

 

 

 


 

                  Receiver                                                                           Control Box

 

 

 

 

 

RESULTS AND DISCUTION

 

 Average Water Consumption for Sugarcane :Table (1)

 

 

Irrigation system

Water consumption (m3/fed./year)

Difference from traditional method (m3/fed./year)

% Difference

Surface irrigation

12400

--

--

Drip irrigation

8121

4279

34.5

Sprinkler irrigation

11438

9620

7.8

Developed surface irrigation

8474

3926

31.7

 

ٍSource: Sugar Council Crops Report 2008

 

The data listed in table (1) show that the different irrigation methods on Sugar cane cultivation and water use efficiency for each system. Drip irrigation system, water could be saved up to 34.5 %,  but sugar cane grower are reluctant to install this system concerning economical cost and rotten  maintenance, meanwhile, during harvesting season require special care to dismantle drip irrigation network.  Improved surface irrigation system is the most adopted system for water saving, up to 31.7 %, and the third irrigation system was sprinkler irrigation could save about 7.8 % of irrigation water                         


 

Table (2): Comparison Between Traditional Cultivation and Laser Land Leveling Cultivation

 

 

Crop

Land leveling system

Water applied (m3/fed.)

Dif. , %

Wheat

Traditional leveling

1585

--

Laser land leveling

1310

- 17.35

Maize

Traditional leveling

2620

--

Laser land leveling

2585

- 1.34

Maize  intercropping with soybean

Traditional leveling

2390

--

Laser land leveling

2250

- 5.86

Soybean

Traditional leveling

2210

--

Laser land leveling

2150

- 2.71

Soybean intercropping with maize

Traditional leveling

2390

--

Laser land leveling

2250

- 5.86

 

Source: Ibrahim, R. K. (2003). Precision Land Leveling needs in relation to water management and on-farm energy under agricultural intensification conditions. M. Sc. (thesis), National Institute of Laser Enhanced Science (NILES), Cairo Univ., Egypt.

 

Table (2) indicate the amount of water could be saved on field leveled by laser system, and cultivated by solid crops of Wheat, Maize, Soy bean crops. The amount of water saved on wheat crop was 17.35 %, followed by Maize crop the amount of water saved was 1.34%, the amount of water saved on Soy-bean crop was 2.71 %, but the inter cropping of Maize with Soy bean was5.86 %, and inter cropping Soy-bean  with Maize was 5.86 %.This obtained data under the study condition at Sids research station ARC, in Middle Egypt.

 

Table (3) stated that, the total cultivated area of crops pattern is 13595 million feddan, include old and newly-reclaimed land, the total cultivated area of winter crops is 6.55 million feddan, the total cultivated area of summer crops is 6.44 million feddan, and  0.61 million feddan in Nili season. If all above mention cultivated area of crops pattern could be leveled by leaser system. On table (4) Egypt could save about 5.074 billion cubic meters of water per year. During winter season the amount of water could be saved is 1.556 billions cubic meters, which is an equivalent 30.69% of total amount of saved water, meanwhile, during summer season the amount of water could be saved is 3.326 billion cubic meters, which represent 65.55% of total amount of saved water yearly. and in Nili season the amount of water could be saved is 0.191 billion cubic meter, which is an equivalent  3.70% of total amount of saved water.

 

The above mentioned figures based on assumption of saving 10% of total amount of water which is allocated at Aswan Dame for irrigation yearly. This amount of water if all cultivated areas leveled by laser system. Therefore, this amount of saved water could be used on newly-reclaimed land, in order to grow export crops, which is source of hard currency, or grow Wheat, Maize, and oil crops, in order to reduce part of  food gape, and secure food self sufficiency.

 

 

 

 

 

Table (3): Water Requirements for Crop Pattern Deliver at Aswan Dam.

 

Crop

Area

(1000 fed.)

Water requirement at Aswan (m3/fed.)

Average

North Egypt

Middle Egypt

Upper Egypt

Winter Crops:

 

 

 

 

 

Clover

2052.79

3407

3806

4785

3999.33

Wheat

2985.29

2034

2252

2789

2358.33

Barley

247.67

1752

1761

2275

1929.33

Bean

221.27

1583

1702

2234

1839.67

Lentil

2.53

1779

1938

2530

2082.33

Fenugreek

15.18

1583

1702

2234

1839.67

Cheek pea

14.95

1705

1833

2406

1981.33

Libonies

3.52

1779

1938

2530

2082.33

Flax

16.35

1620

1743

2322

1895.00

Onion

108.72

2216

2485

3190

2630.33

Garlic

17.01

1615

1970

2534

2039.67

Sugar beet

167.33

2626

2943

3668

3079.00

Potatoes

141.86

2213

2470

3198

2627.00

Tomatoes

214.62

2043

2626

3357

2675.33

Other vegetables

288.47

2664

2796

2989

2816.33

Other crops

52.35

2075

2117

2279

2157.00

Sub-Total

6549.90

32694

36082

45320

38032

Average

 

2043

2255

2833

2377

Summer crops:

 

 

 

 

 

Maize

1790.68

3507

4027

4599

4044.33

Sorghum

351.30

2130

3544

4074

3249.33

Rice

1459.05

9202

10122

11134

10152.67

Yellow maize

149.58

4103

4687

5554

4781.33

Pea nut

148.02

4697

5594

6613

5634.67

Sesame

66.86

3014

3471

4008

3497.67

Soya bean

20.08

3344

3885

4484

3904.33

Sunflower

31.46

2622

3063

3494

3059.67

Onion

11.20

4497

5272

5799

5189.00

Potatoes

113.28

2600

2990

3584

3058.00

Tomatoes

215.46

3304

4155

5197

4218.67

Other vegetables

761.97

3583

4211

4816

4203.33

Other crops

286.09

2830

3145

3494

3156.33

Sugar cane

321.38

8719

9916

12033

10222.67

cotton

656.59

3977

4465

5090

4510.67

Clover

56.69

8303

9482

11472

9752.33

Sub- Total

6439.68

70432

82029

95445

82635.00

Average

 

4402.00

5126.81

5965.31

5164.69

Nilli Crops:

 

 

 

 

 

Maize

276.59

2872

3234

3917

3341.00

Sorghum

9.44

2061

2536

3176

2591.00

Rice

0.49

5904

6494

7143

6513.67

Yellow maize

40.63

1653

1854

2313

1940.00

Onion

6.44

2621

3861

4768

3750.00

Potatoes

45.53

2027

2078

2324

2143.00

Tomatoes

65.30

2940

3724

4626

3763.33

Other vegetables

92.53

2318

2397

2427

2380.67

Other crops

68.76

1884

1884

2024

1930.67

Sub-Total

605.69

24280

28062

32718

28353.33

Total

13595.26

2697.78

3118.00

3635.33

3150.37

Source: Eid, et al. (1999 and 2002), personal contact.

Table (4): Expected Amount of Saved Water by Using Laser Land Leveling

 

Crops

Area (1000fed.)

Average Water Requirements

10% of Saved waterm. cube

ُExpected amount of saved water m. cube

Winter Crops:

 

 

 

 

Egyptian Clover

2052.8

3999.33

399.93

820978.46

Wheat

2985.3

2358.33

235.83

704029.90

Barley

247.7

1929.33

192.93

47783.72

Bean

221.3

1839.67

183.97

40706.38

Lentil

2.5

2082.33

208.23

526.83

Fenugreek

15.2

1839.67

183.97

2792.62

Cheek pea

15.0

1981.33

198.13

2962.09

Lupine

3.5

2082.33

208.23

732.98

Flax

16.4

1895

189.50

3098.33

Onion

108.7

2630.33

263.03

28596.95

Garlic

17.0

2039.67

203.97

3469.48

Sugar beet

167.3

3079

307.90

51520.91

Potatoes

141.9

2627

262.70

37266.62

Tomatoes

214.6

2675.33

267.53

57417.93

Other vegetables

288.5

2816.33

281.63

81242.67

Other crops

52.4

2157

215.70

11291.90

Sub-Total

6549.9

2377

237.70

1556913.61

Average

 

 

 

 

Summer crops:

 

 

 

 

Maize

1790.7

4044.33

404.43

724210.08

Sorghum

351.3

3249.33

324.93

114148.96

Rice

1459.1

10152.67

1015.27

1481325.32

Yellow maize

149.6

4781.33

478.13

71519.13

Pea- nut

148.0

5634.67

563.47

83404.39

Sesame

66.9

3497.67

349.77

23385.42

Soya bean

20.1

3904.33

390.43

7839.89

Sunflower

31.5

3059.67

305.97

9625.72

Onion

11.2

5189

518.90

5811.68

Potatoes

113.3

3058

305.80

34641.02

Tomatoes

215.5

4218.67

421.87

90895.46

Other vegetables

762.0

4203.33

420.33

320281.14

Other crops

286.1

3156.33

315.63

90299.44

Sugarcane

321.4

10222.67

1022.27

328536.17

cotton

656.6

4510.67

451.07

296166.08

Alf- Alfa

56.7

9752.33

975.23

55285.96

Sub- Total

6439.7

5164.69

516.47

3325900.25

Average

 

 

 

 

Nile Crops:

 

 

 

 

Maize

276.6

3341

334.10

92408.72

Sorghum

9.4

2591

259.10

2445.90

Rice

0.5

6513.67

651.37

319.17

Yellow maize

40.6

1940

194.00

7882.22

Onion

6.4

3750

375.00

2415.00

Potatoes

45.5

2143

214.30

9757.08

Tomatoes

65.3

3763.33

376.33

24574.54

Other vegetables

92.5

2380.67

238.07

22028.34

Other crops

68.8

1930.67

193.07

13275.29

Sub-Total

605.7

3150.37

315.04

190821.06

Total

13595.3

 

1069.21

5073634.92

Source: Table (3&4) Arab Organization For Agricultural Development 2008.

Economic Affair Sector, Ministry of Agriculture, 2005 and Foreign Trade Reports, 2008.

 

Table (5): Cultivated Area and Water Requirements of Agricultural production for Export and Import Strategic Crops for Local Consumption.

 

 

Crops

 Cultivated Area for

Water quantity required

Net return value from One unit of water in US $

Export

Import

Difference

Export

Import

Export

Import

Wheat

10.72

2096.35

-2085.63

25286.97

4943896.81

0.25

1.88

Beans

4.99

273.49

-268.50

9179.95

503131.35

0.37

0.20

Lentil

1.45

146.30

-144.85

3010.94

304639.25

0.15

0.14

Onion

25.30

0.00

25.30

66537.47

0.00

0.47

0.00

Cotton

254.02

98.90

155.12

1145781.21

446094.61

0.15

0.11

Sugar

48.55

239.65

-191.10

149486.03

737882.58

0.18

0.19

Potato

39.06

7.26

31.80

102615.23

19077.15

0.75

2.43

Tomato

1.00

0.00

1.00

2666.67

0.00

1.41

0.00

Paddy Rice

265.16

0.73

264.43

2692114.59

7402.23

0.12

0.22

Pea-nut without cover

33.91

0.06

33.85

191064.26

313.73

0.05

0.19

Sesame

7.49

19.18

-11.69

26184.74

67086.46

0.12

0.15

Sunflower’s oil

0.00

266.23

-266.23

0.00

814576.05

0.00

0.09

Maize (seeds &oil)

4.46

1551.68

-1547.22

18601.73

7397065.25

0.33

0.10

Total

711.40

5457.99

-4746.59

4492284.30

18201274.70

0.00

0.00

 

Table (5) indicate that, the calculation of economic rate return unit per water unit, Government of Egypt plan to increase cultivation fresh vegetables for of season export to EU especially, and some Arabian Countries, the Tomato, Potato, Onion, Melon, and cut flowers, those crops has high efficiency of water consumption, at the sometime, the comparative advantage in the international markets. The economic return per water unit in US$ per cubic meter water is 1.41,075, and o.47 for tomato, potato, and onion consecutively. Meanwhile, the imported strategic crops, such as wheat, rice, and broad-bean, has more water use efficiency per water unit. The economic net rate of return per water unit in US$ for those crops are 1.88, 0.33, and 0.20 consecutively per cubic meter water. Also, Egypt import sugar, but newly reclaimed land is appropriate for sugar-beet cultivation, at the same time the economic net return is 0.19 US$ per cubic meter water, Therefore, the imported strategic crops is negative effect on Egyptian trade balance, due to this analysis, Egypt should expand land reclamation, and encourage farmers to save water, in order to cultivate certain crops according  to alternative crops pattern, which has market demand and  priority  for food security.            

 

CONCLUSION

 

During the last three decades MLAR is adopting several techniques to optimize water applied to each crop, Laser land leveling technique one of the practices has been introduced and highly appreciated by farmers. Field which is leveled by laser reduces water use on sugarcane, rice, wheat, and vegetables crops by between 20-30%, and energy saving by between 10 – 15%. The yield increased by between 10 – 15 %.  Other important benefits are derived from this technique. There are; improved drainage; improved fertilizer efficiency; improve weed control; and considerable time and cost saving associated with irrigation. Meanwhile, saved water could be used on cultivation crops for export, and obtain hard currency, or produce crops for local consumption, and reduce food gaps.

REFERENCES

 

Agricultural Engineering Research Institute and Italian Trade Center In Cairo, Agricultural Sector Survey In Egypt The Recent Situation Report, February, 2007 pp 30-40.

 

Eid, H. M., S. M. El-Marsafawy and N. G. Ainer (1999),Estimation of consumptive use and water requirements for the new lands in Egypt . Third conf. on forum irrigation and agriclimatolog – Jan. 25-27No53. 

 

Eid, H. M.: Samia M. El- Marsafawy; M. M. Ibrahim and M.M. Eissa (2002). "Estimation of water needs for orchard trees in old lands".

                              

El-Haddad, Z.; A. Araby and J. A. McClung, (1984). A Preliminary Study of Precision Land Leveling Service. Agricultural Research Center, Ministry of Agriculture, Cairo Egypt. Activity Report No. 12.

 

El-Hammamy, A. A. (1988).Precision Land Leveling an Effective Tool for On-Farm Water Management. First Conf. of Irrigation Improvement, Ministry of Public Works and Water Resources, Cairo, Egypt pp.7-15.

 

El-Sahrigi, A. F; S. I. El-Khatib; and A. A. El-Behery. (2002) Arab Universities Journal of Agricultural Sciences, Ain Shams Univ., Cairo, 10 (1), 59-71, 2002.

 

Ibrahim, R. K. (2003). Precision Land Leveling needs in relation to water management and on-farm energy under agricultural intensification conditions. M. Sc. (thesis), National Institute of Laser Enhanced Science (NILES), Cairo Univ., Egypt.

 

McClung J. A. and L. Berger (1986). A review of Land Leveling Research under-taken by the Egyptian Agricultural Mechanization project. The International Agricultural mechanization Conference, Agricultural Research Center. Ministry of Agriculture, Cairo, Egypt, pp399-419.

 

Module No. 4: How to Help Farmers when Deciding to Improve their Water Distribution within One Single Plot Via Precision leveling, Egyptian-German On-Farm Management Project (OFWMP), Extension Sector, Ministry of Agriculture and Land Reclamation. Cairo, September 2005. pp 4-5.  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Low Cost Sewage Wastewater Treatment Station for Villages and Remote Communities

 

Ahmed  A. EL Behery1, Joachim Kruger2, Ahmed M. Kassem3, Afaf M. Abd El Moneim4

 

Figures and Tables:

 

 

 

 

Applying a Subterra System in treating Nile Cruise waste water in Luxor, Egypt

 

 

 

 

 

 

 

- Influent: domestic waste water from Nile cruisers and restaurant wastewater

- Pretreatment tank,     volume: 200 m³

- Subterra station for 250 p.e.; Total surface area Subterra beds: 750 m²

- Effluent into irrigation pond for

Agricultural area

- Sedimentation tank,           volume: 140 m³

 

Nile river

 

 

                                        Schematic diagram for Luxor Station


 

 

 

Effluent

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 


 

Figure 1: Flow chart of a typical Subterra-station

 

 

 

 

Figure 2: Polyethylene Liner

Figure 3: Reed Plants Roots

 

 

 

 

 

 

 

 


 

 

 

Effluent

Influent

 

 

 

 

Reed plants

Reed roots (Rhizomes):

- Ensure hydraulic quality of the substrata

- Transporting Oxygen

- Offers habitat for microorganisms

Microorganisms purifying the waste water

 

 

Figure 4: Cross Section in Subterra Reed Bed

 

 

 

The Subterra reed bed consists of different layers of sand and gravel

 

 

 


 

 

 

Solar energy is used to operate the pumps

 

 

              Table (1): The performance results of Luxor Station.

 

Criteria

Influent Values

Effluent Values

Authorized Limits

PH

7.1

7.5

6 – 9

COD

373 mg/l

15.3 mg/l

80 mg/l

BOD5

226 mg/l

<3 mg/l

40 mg/l

Dissolved O2

0 mg/l

4 mg/l

> 4

NH4-N

21.8 mg/l

0.4-5mg/l

--

NO3-N

--

40-70mg/l

--

E.Coli / 100 cm3

1,500,000

3500

5000

Coli form

2.06x104

102-104

 

Total Solids, TS

914 mg/l

818 mg/l

2000 mg/l

Total Suspended Solids, TSS

856 mg/l

14 mg/l

40 mg/l

 

 

Figure 5: COD Influent & Effluent Values at Luxor Station

 


 

             Table ( 2 ):The percentage of the construction.

 

ITEM

Percent Value of Total Construction Cost

Materials (P.E, Sand, Gravel ,Man holes, Valves, Pumps….ect )

16.79

Erection labors costs

8.83

Transport

4.52

Excavation

1.73

Accommodation

1.57

Expenses

0.36

Irrigation Pipes

31.98

Design

9.59

Sub total

65.79

Bank interest rate

5.92

Taxes

15.13

Over head

13.16

Total Fixed Cost

98.45

Electricity

14.63

Labor

73.17

Repair & Maintenance

12.20

Total Variable Cost

1.55

Total Fixed & Variable Cost

100.00

 

 

 

         Table (3) Amount of Treated Sewage Waste Water

 

 

 

 

 

 

No.

Government

Quantity of water (000m3/day)

E.T. Losses 10% (000)/day

Quantity of treated waste water Discharged to Derange canals (000 m3/day (

1

Cairo

2582

258

2324

2

Alex

1298

130

1168

3

Port Said

208

21

188

4

Suez

208

21

188

5

Dametta

195

20

176

6

Dakahlia

492

49

443

7

Sharkia

174

17

157

8

Qalubia

524

52

472

9

Kafr El-Shaikh

124

12

112

10

Gharbia

282

28

254

11

Monufia

149

15

134

12

Behera

254

25

229

13

Ismalia

219

22

197

14

Giza

1162

116

1046

15

Bani Suef

24

2

22

16

Fauom

115

12

103

17

Menia

82

8

74

18

Asut

60

6

54

19

Sohag

28

3

25

20

Qena

40

4

36

21

Aswan

74

7

67

22

Luxor

12

1

11

23

Red Sea

18

2

16

24

New Valley

27

3

24

25

Matruh

9

1

8

26

North Sinai

72

7

65

27

South Sinai

24

2

22

 

Total

8456

844.4

7615

 

          Source: Information Center and Decision Making Support, Prim Minister Cabinet, Cairo, Egypt, 2006.

 

 

 

Table (4) Economical Analysis of Jatropha Pilot Farm (000feddan).

Year

Seeds production (ton/fed.year)

Cultivated area (000 fed.)

Total Seeds production for a thousand feddan(ton)

Total production costs (L.E.)

Total revenue (L.E.)

Net income (L.E.)

per fed.

 cultivated area(000)

per fed.

 cultivated area (000)

per fed.

cultivated area (000)

1

0.52

one

520

3659

3659

3640

3640

-19

-19

2

0.63

one

630

4025

4025

4410

4410

385

385

3

2.08

one

2080

4427

4427

14580

14580

10153

10153

4

2.6

one

2600

4870

4870

18200

18200

13330

13330

5

3.33

one

3330

5357

5357

23315

23315

17958

17958

Average

1.832

one

1832

4467.6

4467.6

12829

12829

8361.4

8361.4

 

 

 

 

 

 

 

 

 

 

* Jatropha seed price per ton(L.E. 7000)

 

 

 

 

 

 

* Exchange rate $ one = 5.53 L.E.

 

 

 

 

 

 

 

 

 

 

                     Table (5): Oil Production of Jatropha Seeds on Five years(000 ton)

 

Year

Oil production (ton/fed.)

Total Oil production (ton)

1

0.208

208

2

0.252

252

3

0.832

832

4

1.04

1040

5

1.332

1332

Average

0.7328

732.8

 

 

 

* Jatropha Oil seed contain 40% Oil.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Low Cost Sewage Wastewater Treatment Station for Villages and Remote Communities

 

Ahmed  A. EL Behery1, Joachim Kruger2, Ahmed M. Kassem3, Afaf M. Abd El Moneim4

 

1Senior Researcher, Agricultural Engineering Research Institute, A.R.C., Egypt.

2Chairman, Joachim Kruger, Subterra Co, GMBH, Germany.

3Researcher, Agricultural Engineering Research Institute, A.R.C Egypt.

4Associate Professor, Economic Department, Faculty of Agriculture, Damanhour Branch Alexandria University, Egypt.  

 

 

Abstract

Subterra Constructed Wetland is a natural system for wastewater treatment which employs the existing microorganisms and reed plants in sewage treatment. This paper presents the application of Subterra in LUXOR as a suitable solution for Nile cruise waste water treatment since it is easy to operate and maintain with reliable efficiency in BOD & COD reduction regardless of seasonal variations. LUXOR Station serve 1000 persons daily, also, Four Subterra station had been constructed at Agrotech farm in GIZA Governorate, Those stations serve about 700 persons daily, added to that post harvest facilities waste water. The effluent always has a better quality than required by usual legislation allowing its re-use in agricultural irrigation purposes. It has the advantage of using local resources for construction resulting in a more economic solution. The lifetime of Subterra stations extends to 40 years and only requires little sludge removal compared with other systems. The above mentioned stations are powered by electric motor pumps, each motor is One kWh, the actual total power consumed per day is 8 kW/h. The total amount of electricity consumed per 30 days is 240 kWh, the investment cost of Subterra station, indicated as follows:

Fixed cost: Materials: such as, Filter Excavation, Polyethylene liner, Derange pipes, Gravel, Sand, irrigation Pipes, Valves, Reed Plant, Design and construction supervision. Operation and Maintenance Cost: Labors, Electricity cost per month, Miscellaneous

 

Keywords: Constructed wetlands, Vertical flow lifts, Subterra system, Reed plant, Subsoil irrigation, BOD, and COD

 

Introduction:

This paper outlines the case study of applying a Subterra System in treating Nile Cruise waste water in Luxor, Egypt. The main aim of the project was to demonstrate natural waste water treatment efficiency and how it can be adapted to suit local conditions making use of local construction resources. The plan was to construct a sewage treatment plant with a capacity of 250 personal equivalence (p.e) and total daily waste water discharge of 40m3. This system allows the reuse of treated water in irrigation purposes at tourist installations. Another aim was to educate and inform the construction industry in Egypt and surrounding countries about natural treatment systems and their advantages including the protection of the environment as well as water saving.

Reclaiming municipal waste water for agriculture reuse is increasingly recognized as an essential management strategy in areas of the world where water is in short supply. Waste water reuse has two major objectives: it improves the environment because it reduces the amount of waste (treated or untreated) discharged into water courses, and it conserves water resources by lowering the demand for freshwater abstraction.

In the process, reuse has potential to reduce the cost of both waste water disposal and provision of irrigation water, mainly around cities and towns with sewers. In arid and semi-arid regions, the potential reuse of reclaimed waste water for irrigation is still limited. The reason for that could be the results of the following:

i) The unrestricted discharge of industrial waste into sewers making waste water unsuitable for irrigation.

ii) The problems arising from inadequate water resource and the inability to control such effluent quality, the site chosen for reuse and the methods of effluent application;

iii) Limitations imposed by climate and geography. Mediterranean Water Resources: Major Challenges Towards The 21stCentury ( Atef Hamdy March, 1999).

Counters utilizing waste water for agriculture, or planning the implementation of reuse system should consider the development of national standards and codes of practice for reuse, by adopting the WHO guidelines to their national priorities and taking into account their technical, economic, social, cultural and political characteristics and constraints ( Hespanhol and prost,1994). 

On other hand, the use of raw of waste water for irrigation has been associated with the prevalence of many diseases such as ascariasas, typhoid fever and cholera, (Shuval et al., 1986).

The increase of productivity per unit area is not the only benefit since effluent irrigation can also provide an increase in agricultural production due to the growth in irrigated area and the possibility of multiple planting seasons (Bartone, 1986).

Arid and semi-arid countries are attempting more and more to integrate waste water in their national water policy and plans. The role of waste waters reuse in planning is discussed by Biswas,1986 (in: FAO, 1988). Translation of the national water policy and planning into operational and successful projects is the real challenge. Some changes in irrigation system, design and operation requirements have been reported by Pattygrove and Asano (1984) and Kay (1989).

Reed-bed purification systems are one of the oldest and most natural means of purifying sewage. In nature, water seeps into the soil, flows along roots, passes through natural filters of various sand- and gravel-layers and becomes purified through micro-organisms. Similarly, Subterra reed-bed purification systems use a combination of mechanical and biological mechanisms to treat waste water.

The paper starts with project information for Luxor Station followed by a general description of the Subterra system and its components. A highlight on operation & maintenance requirements is presented. Economics of the project are also discussed in order to demonstrate the cost efficiency of Subterra system.

The paper ends with discussion of results and conclusions.

 

Project information:

  • Capacity: 1 Subterra station for 250 p.e.
  • Total Daily Sewage quantity: 40 m³
  • Type of Wastewater: Nile Cruise sewage; municipal waste water
  • Pre-treatment Size: 200 m³
  • Total Surface Area for Subterra bed: 750 m²
  • Out coming Effluent: re-used in irrigation purposes
  • Construction year: 2004

 

The Subterra reed bed purification system is a vertical filter system with a subterranean irrigation tube system. The treatment process starts with the mechanical treatment phase where the waste water goes into multi-chambered pretreatment pit. The size of the chambers depends on the size of the installation and quantity of sewage. Solid and light suspended materials are precipitated as a first step in those pretreatment chambers, which are treated at regular intervals. The second phase is the biological treatment, where the pre-treated sewage is pumped into the Subterra reed beds through special pressure piping system. The size of those beds is calculated on the basis of 50 to 150 liters water consumption per person per day. A special pressure piping system, Subterra pipes, which are embedded in the reed beds are used guaranteeing the even distribution of effluent over the highly effective filter of various micro-organisms as well as the aeration of the sewage through a spray-effect of those special perforated Subterra pipes. Here, the biological purification takes place.

The Subterra reed bed is lined with Polyethylene liner to protect the underlying soils and groundwater from any possible contamination. The bed consists of different layers of sand and gravel and is planted mainly with reed plants. The root system of the plants allows a constant aeration of the soil ensuring a continuous hydraulic flow on a long-term basis. The layer of micro-organisms formed on the roots allows nitrifiers and denitrifiers to break down organic compounds to such an extent that even benzyls and phenols are decomposed. Finally, the purified water is collected in a pipe and led to a control pit, where it can be examined and discharged into a pond, river or the ground through an irrigation network system. The treated waste water can also be used as recycled-water in households, in the same way as rainwater is used.

It is important to note the following:

  • 80% of the materials used in construction were locally procured from the Egyptian market.
  • The reed plants are available in abundance along the Nile and are characterized by being resistant to chemicals which prevent the systems from having any problems in case of chemicals are entered into the system through the waste water.
  • Solar energy is used to operate the pumps, saving electricity and reducing operational cost
  • Seasonal fluctuations, attributed to tourism industry, have minimal effect on the above mentioned treatment process.

 

Results and Discussion

 

Operation and Maintenance:

The Subterra station is easy to operate and maintain, requiring average skilled staff. The most common problems occurring during operation are pump failure or switch replacement. In few cases parts of the Subterra pipes require replacement due to burst or damage in one of the pipe as a result of mis-operation or high pressure pumping. However, even the pipe replacement follows a simple procedure.

The way Subterra beds are planned using multi control & distribution pits enable partial maintenance of the Subterra bed without the need of stopping the operation of the whole system.

 

Treatment Performance:

Subterra stations have been constructed since more 10 years in different parts of the world; Middle east, Europe, Asia and Africa. They have been performing with high efficiency even during extreme weather conditions. More than 220 stations have been installed with a varying capacity between 4 and 2500 personal equivalence for different purposes such as tourism developments, residential compounds, camping sites, Highway stops and gas stations.

The following table (1) and figure (5)indicatethe performance results of Luxor Station.

 

From the previous results it can be noticed the following was successfully achieved:

  • Efficiency of BOD reduction: 94 to 98%
  • Efficiency of COD reduction: 90 to 94%
  • Amount of nitrate is sufficient to fertilize 10 ha of agricultural land through the use of treated water in irrigation

 

Economical Analysis:

The price of constructing a pilot Subterra station is highly affected by two items: Sand & Gravel. Once the sand & gravel are available in the area of the station, the costs are much reduced. In locations, where there is neither sand nor gravel available as natural resources and have to be procured from distant quarries, the cost of the station significantly increases.

In our case study, the construction cost for Luxor station amounted to 280 euro/p.e. However, this cost is a true reflection of the actual cost since Luxor station was carried out as a pilot project. For future stations the price should be half depending on the location of the station.

      As for operation & maintenance cost they are extremely low due to the simple O&M process. For example, the energy consumption at Luxor station is approximately 4 kWh/d. Due to restricted Euro gap rules for export agriculture products from Egypt to Europe, the growers must meet this rules, one of this rules is environment protection such as, sewage waste water treatment. The growers intended to full file this rules, Agrotech Co farm cultivate fresh vegetables for export, the company farm employ about 700 persons daily. The company requested Subterra Co. to install four Subterra Sewage treatment station at the farm, to treat 20 cubic meter of sewage water daily for irrigation use.

       The farm use to transport the Sewage waste water by trucks sewage tanks to a desert area and dump it, the quantity of Sewage waste water was transported to desert area 20 cubic Meter, the budget which was allocated yearly L.E.36500 for sewage transport, beside that, this amount of sewage water used to be discharged on desert surface area, and cause environment pollution. Meanwhile, the farm has to irrigate wood trees and landscape by fresh water, which is discharged from farm deep well, the cost of One cubic meter discharged from deep well is L.E.0.75 , therefore, the total cost of irrigation water per year is  L.E.5400 . After, the farm had constructed Subterra system the farm saved under ground water, and reuse sewage treated water for tree woods and landscape irrigation. The total amount of saved money is L.E.41900 per year. Meanwhile, construction fixed cost is L.E.15635 and variable cost L.E. 4920, the total depression cost per year is L.E. 20554 in 20 years depression period, that means the farm saves 21421 L.E./year.

       The economical and technical analysis indicated that, the station depreciation period of 40 years it is highly visible than 30 years and 20 years depreciation period. The economical calculation showed that, the cost of treating one cubic meter of sewage water by Subterra system is L.E 1.77 on 40 years depreciation period, L.E 2.13 on 30 years depreciation period, and L.E 2.85 on 20 years depreciation period.          

Table (2) indicates the percentage of each item out of construction total costs.

 

Economical Use of Treated Sewage Waste Water:

Egypt has a need for a non-food crop, to absorb and recycled sewage waste water after treatment. Most of the sewage waste water stations were built at desert land, treated sewage water should be utilized on forest cultivation. Such as wood trees for furniture, paper pulp, oil trees for bio-fuel needs, trees to protect Egypt farm from desertification effect, and trees to increase green areas in order to increase oxygen and reduce atmospheric carbon dioxide level and thus global warming for environment protection, meanwhile, recycled treated waste water is important issue, to save water resources and reserve fresh water for other uses.

The aim of this research study, to highlight environmental services, recreation, quality of life and the benefit of sewage waste water recycled and conservation to irrigate wood lots (forest trees), such as Casuarina Glanca, Eucolyptus camaldulensis for woods production, and Jatropha trees for Bio-fuel production for sale on the local markets. (El-Lakany, 1995).

 

Amount of Treated Sewage Waste Water:

Table (3) shows that, the amount of treated sewage waste water in each Governorate daily on (2006). The daily amount equivalent to 8.456 million meter cubic/day, during the treatment stages, the average water losses is 844.4 thousands m3 /day.

Therefore, the remaining amount of treated sewage waste water is 7.615 million cubic meter per day, mostly discharged to drainage canals. According to, the amount of treated sewage waste water per day, Egypt could recycle about 3.139 billions m3 of treated sewage waste water per year in irrigation.

 

Economical  Analysis of Jatropha Cultivation on One Thousand Feddan:

Table (4) stated that, the needs and benefit of forest cultivation could be irrigated by treated sewage waste water for sustainable environment. This table shows the assumption of a thousand faddan as a pilot, could be cultivated Jatropha trees for bio-fuel production, in order to reduce fossil oil use. Jatropha trees Oil seed production in five consecutive years is 0.52, 0.63, 2.08, 2.60 and 3.33 ton/fed, the average of five years production is 1.832 ton per fed. Oil seed. Production of One thousand fed. is 520, 630, 2080, 2600 and  3330 tons per year respectively. The production cost per fed., Include all agricultural practices, work for Jatopha cultivation and the installation of pressurized irrigation system is 3659, 4025, 4427, 4870 and 5357 L.E./fed. respectively , but the production costs for one thousand feddan for five consecutive years is 3659, 4025, 4427, 4870 and 5357 million L.E., Meanwhile, the revenue per fed. on five consecutive years is 3.640, 4.410, 14.580, 23.315 L.E per fed.., therefore, the revenue per thousand fed., on five consecutive years is 3.640, 4.410, 14.580, 23.315 million L.E., This pilot project of a thousand faddan after five years achieve net income is about L.E 8.361 million.

 

Estimated Oil Production of the Pilot Farm:

Jatropha Oil seeds content about 40% Oil, this Oil could be used as a Bio-fuel. Table (5) indicates the Oil production of a thousand faddan cultivated Jatropha trees. The average production of the suggested pilot farm on the first five consecutive year is 208, 252, 832, 1040 and 1332 tons respectively. The total average of Oil production is 733 ton/year. The production per faddan remains constant up to thirty years of trees life. Increasing Bio-fuel production from non-food crops in Egypt or in developing countries, this will reduce fossil Oil required. Meanwhile, this will encourage investors to establish forestry investment for Bio-fuel production. The biomass produced is used for construction, pulp and paper, fodder and energy. Wood from forestry may replace wood from tropical forests and from protected areas and thus help conserve valuable natural forests for future generations.  

 

Conclusion

Over the years, Subterra has proved overwhelming efficiency and many benefits superior to other existing systems for sewage treatment. Through the demonstration of Luxor station as an example of applying Subterra station in Arab countries, the following advantages and benefits could be noted:

  • simple mechanical pretreatment is sufficient for separation of sludge
  • homogeneous distribution of the wastewater
  • Subterranean process avoids smell
  • Magnificent reduction of bacteria and germs
  • Reduced energy consumption through modular construction with small pumps, thee total consumption is 4 kW over 24 hours.
  • Easy maintenance, which can be done by trained local people
  • Microbiological balance through „low loadings“allows no sludge production in the filter bed.
  • Subterra system is suitable for remote site which have no access to the public sewage network.
  • Economical solution
  • High treatment efficiency
  •  Station  life expectancy up to 40 years
  • Over 70% of materials were used is Egyptian origin.
  • The amount of treated sewage waste water per year about 3.139 billions m3,  part of this quantity should be used for forest cultivation to protect  Egypt from desertification effect.
  • Jatropha trees is appropriate for Bio-fuel production in poor quality land.
  • The economical analysis reflect the cost benefit of Jatropha cultivation up to thirty years.
  • Treated sewage waste water meet the Egyptian and International standard for agriculture irrigation.( The Egyptian Manual As Guideline For Treated Wastewater Reuse In Agriculture, Minestrial Decree No 288 / 200, and No. 329 /2001).     

 

References:

Hamedy, A. 1999. Mediterranean Water Resources: Major Challenges Towards The 21stCentury .pp. 369-399.

Bartone,  C.R. 1986. Introduction to Wastewater Irrigation: Extent and Approach. Third Annual World Bank Irrigation and Drainage Seminar, Maryland,USA,16-18 Dec. 1986.

Hespanhol, I. and Prost. 1994. WHO Guideline and National Standards for Reuse and Water Quality. Wat. Res. 28(1): 119-124

Christersson L.,and Verma, K. 2006. Short- rotation Forestry-A Complement to "Conventional" Forestry. Unsaylva 223,Vol.57,2006: pp.35-39.

Shuval et al. 1986. Wastewater irrigation in Developing Countries – Health Effects and technical Solutions World Bank Technical paper n* 51, The World Bank, Washington DC.

Braatz S. and Kandiah, A.   2006. The Use of Municipal Waste Water for Forst and Tree Irrigation, Unsaylva 185,Vol.47.1996:pp 45-51.

The Egyptian Manual As Guideline For Treated Wastewater Reuse In Agriculture, Mines trial Decree No 288 / 200, and No. 329 /2001.     

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