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now, the influence of the dump on the water quality in the spring area has not been found. Due to ignorance of the exact dump composition, in order to protect the water sources it is necessary to include the dump in to the proposed protection zone of second level. In the future, it is possible to build several monitoring boreholes in the direction of groundwater flow. 3.2. Protection zones propose The risk analysis was created on the basis of water quality monitoring, hydrogeological assessment and terrain exploration and revision of protection zones was proposed. Original hygienic protection zones were cancelled and new protection zones were established (Fig.1). Level 1 protection zone Level 1 hyg. protect. zone Level 2 protection zone Level 2 hygienic protection zone - inner Level 2 hygienic protection zone - outer M 1:10 000 FIGURE 1: New protection zone and original hygienic protection zone Level 1 protection zone extension is the same like original level 1 hygienic protection zone (13,5 ha) and forms the immediate surroundings of collecting boreholes (Fig. 1). There are eight hydrologic boreholes (marked HV 1, HV 2, HV 4, HV 3, HV 7, St 1, S VII, HV 101), one collection well and water treatment plant in the level 1 protection zone. The entrance to the level 1 protection zone is restricted by fencing and protected against entry of foreign persons, and marked with warning boards. In three boreholes (marked HV 1, HV 2, HV 4) high concentrations of ammonium - up to 1 mg.l -1 - were regularly detected. It is recommended in the regime in protected zones not to use these boreholes and to eliminate them gradually. Water supply operator must regularly monitor the physico-chemical and microbiological parameters in all boreholes. In level 1 protection zone it is prohibited to carry out any activities not related to captation, transport, treatment and accumulation of ground water and not related to the maintenance of the surface and vegetation or technical support of the
spring area. It is also prohibited to build dumps, apply fertilizers and pesticides, pursue the pasture and drive with motor vehicles. It is necessary to cut the grass regularly and to remove it form protection zone. The extension of level 2 protection zone will be significantly reduced compared with the original level 2 hygienic protection zone (Fig. 1). The area of interest is located in nitrate vulnerable zones and the farmers must comply the regime according to the Nitrates Directive and good agricultural practice: • comply periods when the land application of fertilizer is inappropriate; • the land application of fertilizer to steeply sloping ground; • the land application of fertilizer to water-saturated, flooded, frozen or snow-covered ground; • the conditions for land application of fertilizer near water courses; • the capacity and construction of storage vessels for livestock manures, including measures to prevent water pollution by run-off and seepage into the groundwater and surface water of liquids containing livestock manures and effluents from stored plant materials such as silage; • procedures for the land application, including rate and uniformity of spreading, of both chemical fertilizer and livestock manure, that will maintain nutrient losses to water at an acceptable level. (http://ec.europa.eu/environment/water/water-nitrates/directiv.html) In the case of observe all conditions in nitrate vulnerable zones it isn’t necessary to include such a large territory to the level 2 protection zones and propose other special regime. Also the processed results of drinking water samples shows that in the last five years the maximum nitrate limit has not been exceeded. On the contrary, the black dump is included to the level 2 protection zone and this area must be regularly monitored. In level 2 protection zone is prohibited: • carry out large grading without previous hydrogeologists permission; • permit other collection objects for commercial purposes; • construct a waste dump, industrial and agricultural buildings and use the chemical road salting. It is possible to determine other level 2 protection zones in the case of water quality deterioration. Compliance with the Nitrates Directive conditions is required by law and there is no possibility to pay any compensation. The proposed conditions in protected zone aren’t although subject to refunds. 3.3. Spring area intenzificacion In the future, the development and construction of residences is expected in the area of interest. At present, this trend is limited by the deficiency of water sources. The permitted ground water intake from the spring area is 30,9 l.s -1 . Another proposed project which deals with the intensification of spring area Ivanice is proposed. The owner and the operator of the water supply deal with this project. The aim is to obtain a subsides from European funds for the realization. The project substance is continue to use perspective intake objects (HV 3, HV 7, St 1, S VII, HV 101) and their yield increase by managed and unmanaged infiltration of surface water. The proposal of unmanaged infiltration: the movable weir is constructed in Jihlava river near the spring area, and it is possible to manipulate the water level in the river and subsequently groundwater level in the surrounding. The collection drain will be constructed around the spring area to the depth of groundwater level (affected by the weir in the river). The proposal of managed infiltration: two lagoons will be constructed near the spring area and the water from the river will be pumping there. The water in the lagoons will gradually infiltrate and enrich the ground water. In case of high contamination of surface water in the
Page 1 and 2: POSTER SW: SOIL AND WATER ENGINEERI
Page 3 and 4: Presenter: Jose Euclides Paterniani
Page 5 and 6: 1 Faculdade de Engenharia Agricola
Page 7 and 8: Matsura Department of hydraulic and
Page 9 and 10: P-2064 MULTIVARIATE STATISTICAL OF
Page 11 and 12: temperature-based (e.g., Thornthwai
Page 13 and 14: two types of reference surfaces rep
Page 15 and 16: (d) Baft (c) Bam (b) Kerma n (a) Ji
Page 17 and 18: Estevez, J., Gavilan, P., & Berenge
Page 19 and 20: 2. Materials and Methods 2.1 The hy
Page 21 and 22: Ia = n × v ec Equation 3 which: Ia
Page 23 and 24: 5. References ALLEN, R.G.; PEREIRA,
Page 25 and 26: The density analysis was performed
Page 27 and 28: Figure1 - Relationship between the
Page 29 and 30: 4 Conclusions • The density obtai
Page 31 and 32: characteristics resulting from of g
Page 33 and 34: Table1. Morphological characteristi
Page 35 and 36: Transpiration of Eucalyptus spp see
Page 37 and 38: The fertilization growth and harden
Page 39 and 40: Cool, J. B., Rodrigo, G. N., Garcí
Page 41 and 42: Abstract Agriculture and water sour
Page 43: In 1985 and 1986 hygienic protectio
Page 47 and 48: Biological Nitrogen Fixation In Gen
Page 49 and 50: We used a completely randomized in
Page 51 and 52: 5. References AYERS, R.S.; WESTCOT,
Page 53 and 54: 2 However, the cultures are not alw
Page 55 and 56: 4 TABEL 2: Mean values of radiation
Page 57 and 58: accumulated ETo (mm dia -1 ) 6 900
Page 59 and 60: only the expansion of agricultural
Page 61 and 62: FIGURE 2: Content of chlorophyll a,
Page 63 and 64: Evapotranspiration and Crop Coeffic
Page 65 and 66: were respectively applied in the fi
Page 67 and 68: TABLE 1: Irrigation depth and actua
Page 69 and 70: NUTRIENT RETENTION IN WETLANDS USIN
Page 71 and 72: Table 2. Daily affluent concentrati
Page 73 and 74: IMPORTANCE OF DRY GEAR MASS CULTURE
Page 75 and 76: mobilizing assimilated exerted by c
Page 77 and 78: This method consists of covering th
Page 79 and 80: uncovered ones, that mixed the wate
Page 81 and 82: coliforms and E-coli that might hav
Page 83 and 84: WATER TREATMENT BY COAGULATION WITH
Page 85 and 86: in a grinder and passed through a 0
Page 87 and 88: 3.2. Determination of the required
Page 89 and 90: ANALYSIS OF LEVELS OF LAND DEGRADAT
Page 91 and 92: This methodology consists of a sequ
Page 93 and 94: FIGURE 5. A - Area of exploitation
Page 95 and 96:
Water technology improvements and t
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The Multiattribute Utility Theory (
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higher demand than those of scenari
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YIELD AND BEAN SIZE OF COFFEA ARABI
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uniformity of flowering. The irriga
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Table 3 - Analysis of variance for
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SUGARCANE FERTIRRIGATED WITH MINERA
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3. Results and Discussion The value
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espectively, compared to that obser
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Optimal Reservoir Operation Model w
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all periods are computed using Eq.
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(a) Calibration (b) Verification Fi
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Characteristics of Heavy Metal Cont
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2. Materials and Method 2.1. Study
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TABLE 2: Devices for collecting of
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Calibration of Hargreaves Equation
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Relative error (RE): Index of agree
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Stochastic modelling of Contaminant
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widely used for various fields such
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show that Extvalue and Logistic dis
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Efficiency of water and energy use
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Pressure: it was obtained by means
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them cover similar percentages. Dur
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Relationship among compaction, mois
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Cylindrical containers (191mm diame
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Figure 9 High compaction. Bulk dens
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Simulation of water flow with root
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water contents were almost greater
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Operation and Energy Optimization M
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Urmia Salt Lake Urmia FIGURE 1: Gha
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changes have been done in system. F
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Application of Surface Cover and So
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significantly lower than those from
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Choi, J. D., (1997). Effect of Rura
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1.1. Scope and aim The growth of th
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Therefore, the remaining works are
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network makes such volumes unaccept
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Reclaimed wastewater reuse has been
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Fig. 2 shows the monitoring results
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3. Conclusions Reclaimed wastewater
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Q P Ia 2 P Ia S for P≥Ia Q 0
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data P (mm), gauged in 130 pluviogr
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TABLE 2: CN emp values obtained for
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References Chapman, T. G. & Maxwell
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This work, after applying Kennessey
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TABLE 2 - Partial runoff coefficien
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Figure 3 also reports a comparison
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2. Material and Methods The experim
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TABLE 2: Summary of variance analys
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BEZERRA, I. L.; GHEYI, H. R.; FERNA
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2. Materials and Methods The study
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Figure 3. Hourly values of ET estim
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Ortega-Farias, S.O., Cuenca, R.H.,
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2 Material end methods The wastewat
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Queiroz et al. (2004) and (Fonseca
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Reference list CEREDA, M.P. (2001)
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2. Data and Methods 2.1. Methods Ir
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3. Results The water balance model
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Acknowledgments This work was carri
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and the need to reduce costs, it be
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40 mm 65.30 59.00 8.70 8.10 60 mm 6
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REFERENCES BERTRAND, J. P. et al. L
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The mathematical modeling in the wa
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OD (mg L -1 ) OD obs (mg L -1 ) TAB
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OD (mg L -1 ) DBO (mg L -1 ) 8,00 7
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Effect of Rice Straw Mulch on Runof
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mg/L, 14.6 mg/L, and 1.2 mg/L, resp
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1 PAPAYA SEEDLINGS PRODUCTION FROM
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3 into an oven with circulating air
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5 14 12 Stem diameter (mm) 10 8 6 4
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7 Root dry matter (g plant -1 ) 8 7
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CAVALCANTE, L. F.; CORDEIRO, J. C.;
Page 239 and 240:
This document was created with Win2
Page 241 and 242:
extractable and non-extractable bou
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MOD-E and MOD-B, and 65.99% and 80.
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Houot, S., Barriuso, E., Bergheaud,
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measures water content and electric
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As observed, increasing the dischar
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irrigation: a comparison of point a
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field operations (STRECK et al., 20
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3. Results and discussions Table 1
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4. Conclusions It can be concluded
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water maintenance. At the same time
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TABLE 1 Stream discharge for each m
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TABLE 5 Correlation analysis of wat
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turbulent flow energy produced by w
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The numerical model was validated a
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4. Conclusion FIGURE 6: The shape o
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2.1 Case study The Zayandeh-Rud bas
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economic factors. In this is a very
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FIGURE 1. Location of the Wuliangsu
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WT( o C) (a) 30 25 20 15 10 5 0 -5
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(a) (b) (c) (d) (e) (f) (g) (h) (i)
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• The effectiveness of the crop c
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As evidenced by Rana et al. (2005),
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1.20 1.20 2010 2011 0.90 0.90 K c 0
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elationships. There is forest area,
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B = ( c − a) A − ( c − d) c
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References Choi, W.-J., Lee, S.-M.,
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of faecal bacteria (Kummerer, 2004;
Page 295 and 296:
FIGURE 1 - Project tasks and links
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Oliveira, A.B. & Henriques, M. (201
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1 Introduction To irrigate is to su
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the inverter that provides a refere
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OLIVEIRA FILHO, D. ; SAMPAIO, R. P.
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1.1 Description of the Study Area T
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Refrences: Bruce J.P. (1994). Natur
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RE because it has the advantages ov
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with L 1 2 com obs J ( k ) = ∑{ f
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Relative hydraulic conductivity r 1
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surfaces requires information on th
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climate. Therefore a special coeffi
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FIGURE 2: The relation between K pa
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Coagulation using Moringa oleifera
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After the assembly of the experimen
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For the positive control test, the
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MULTIVARIATE STATISTICAL OF PRINCIP
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The multiple regression equations w
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Table 3 - Regression models that be
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Is Imaging Analysis Quantifying the
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of the computer. All additional ima
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The final enhanced images were segm
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image analysis is well suited and f
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EVALUATION OF CROP CANOPY EFFECT ON
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∂e ∂e ∂e + u + v ∂t ∂x
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4. Results and discussion 4.1. Spat
Page 347 and 348:
Benchmarking of Irrigated Agricultu
Page 349 and 350:
Indicators can be thought of as sta
Page 351 and 352:
total area is about 13,700 km2. The
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