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Heberer, T. (2002). Occurrence, fate, and removal of pharmaceutical residues in the aquatic environment: a review of recnt research data. Toxicological Letter, 131, pp. 5-17. Jorgensen, S.E.; Halling-Sorensen, B. (2000). Drugs in the environment. Chemosphere, 40, pp. 691-699. Kleiner, Y.; Rajani, B. (2001). Comprehensive review of structural deterioration of water mains: statistical models. Urban Water, 3, pp. 157-176. Kolpin, D.W.; Skopec, M.; Meyer, M.T.; Furlong, E.T.; Zaugg, S.D. (2004). Urban contribution of pharmaceutical and other organic wastewater contaminants to streams during diffeing flow conditions. Science of the Total Environment, 328, pp. 119-130. Kreitler, C.W. (1975). Determining the source of nitrate in groundwater by nitrogen isotope studies:. Austin, Texas, Univer. of Texas, Austin, Bureau of Econ. Geol. Rep. of Inves. #83, 57 p. Kreitler, C.W., 1979. Nitrogen-isotope ratio studies of soils and groundwater nitrate from alluvial fan aquifers in Texas. Journal of Hydrology, 42, pp. 147-170. Kuntze, H.B.; Schmidt, D.; Haffner, H.; Loh, M. (1995). KARO—A Flexible Robot for Smart Sensor-Based Sewer Inspection. International No-Dig ’95 Conference, Dresden, Germany, September 1995, pp. 367–374. LNEC (2003). Infiltration and exfiltration performance indicators- sewer system performance assessment methodology and formulation. Project APUSS delivery. Management of Urban Infrastructure Networks, Dresden 2003. Makar, J.M. (1999). Diagnostic Techniques for Sewer Systems. Journal of Infrastructure Systems, 5 (2), pp. 60-78. Milde, G.; Filip, Z.; Leschber, R.; Hagendorf, U. (1987). Auswirkungenvon abwasser auf boden und untergrund. Gewaessersch. Aess. Abwaess. (100), pp. 351-370. Mueller, K. (2003). Selective inspection of sewer system and connecting pipes. Proceedings of the 17 th European Junior Scientific Workshop on Rehabilitation O’Reilly, M. P.; Rosbrook, R. B.; Cox, G. C.; McCloskey, A. “Analysis of defects in 180 km of pipe sewers in southern water authority” TRRL Research Report , 1989. Powell, K. L.; Taylor, R. G.; Cronin, A. A.; Barrett, M. H; Pedley, S.; Sellwood, J.; Trowsdale, S.A.; Lerener, D. N. (2003). Microbial contamination of two urban sandstone aquifers in the UK. Water Research 37, 339-352. Price; T. (1995). Inspecting Buried Plastic Pipe Using A Rotating Sonic Caliper. Proceedings of the 2nd International Conference on Advances in Underground Pipeline Engineering, pp. 126–137. 33
Rauch, W.; Stegner, Th. (1994). The colmation of leaks in sewer systems during dry weather flow. Water Science and Technology, 30 (1) pp. 205 - 210. Rettinger, S.; Ronen, D.; Amiel, A.J.; Magaritz, M; Bischopsberger, W. (1991). Tracing the influx of sewage from a leaky sewer into a very thin and fast-flowing aquifer. Water Research 25, 75-82. Ronen, D.; Margaritz, M.; Levy, I. (1986). A multilayer sampler for the study of detailed hydrochemical profiles in groundwater. Water Research 20, pp. 311-315. Sack, D.; Olson, L. (1994). In situ non-destructive testing of buried precast concrete pipe. Proc. ASCE 1994 Mat. Engrg. Conf. ASCE Reston. Va. Sacher, F.; Lange, F. T.; Brauch, H.-J.; Blankenhom, I. (2001). Pharmaceuticals in groundwaters Analytical methods and results of a monitoring program in Baden-Wuerttemberg, Germany. Journal of Chromatography A, 938, pp. 199-210. Serpente, P.E. (1994). Understanding the modes of failure for sewers. In W. A. Macaitis (Ed.), Urban drainage rehabilitation programs and techniques selected papers on urban drainage rehabilitation from 1988-1993. New York, ASCE. TU Dresden (2004). Conceptual model for the ex and infiltration of sewer. Project APUSS delivery. WEF/ASCE (1994). Existing sewer evaluation and rehabilitation. 2nd edition. WEF manual of practice FD-6/ASCE manuals and reports on Engineering practice n. 62. Weigel, S.; Beger, U.; Jensen, E.; Kallenborn, R.; Thoresen, H.; Huehnerfuss, H. (2004). Determination of selected pharmaceutical and caffeine in sewage and seawater from Tromso/Norway with emphasis on ibuprofen and its metabolites. Chemosphere 56, pp. 583-592. Weil, G.J.; Graf, R.J.; Forister, L.M. (1994). Remote sensing pipeline rehabilitation methodologies based upon the utilization of infrared thermography. Urban drainage rehabilitation programs and techniques, ASCE. Wirahadikusumah, R.; Abhaham, D. M.; Iseley, T.; Prasanth, R. K. (1998). Assessment technologies for sewer system rehabilitation. Automation in Construction 7, pp. 259-270. WRc, (1983). Sewerage Rehabilitation Manual. 2 nd edition. UK. WRc, (2001). Sewerage Rehabilitation Manual. 4 th edition. UK. WSA/FWR (1993). Manual of sewer condition classification. 3 rd edition. 34
Page 1 and 2: Università degli studi di Roma “
Page 3 and 4: INDEX CHAPTER 1 THE PROBLEM........
Page 5 and 6: ANNEX 6 - PRIGIOBBE, V.; GIULIANELL
Page 7 and 8: FIGURE INDEX FIG. 1.3.1: PPIS FOR I
Page 9 and 10: MOTIVATION This dissertation presen
Page 11 and 12: INTRODUCTION The thesis is divided
Page 13 and 14: 2000; Jorgesen and halling-Sorensen
Page 15 and 16: Concerning virus transport and surv
Page 17 and 18: The motivation of the study of the
Page 19 and 20: Sewer material Sewer joint type and
Page 21 and 22: 2. data by field visits: condition
Page 23 and 24: to be large enough to provide signi
Page 25 and 26: Fig. 1.3.2: PPIs for infiltration (
Page 27 and 28: well as cost-effective. Although it
Page 29 and 30: drain and sewer system outside buil
Page 31 and 32: Tab. 1.4-1: how to use diagnostic t
Page 33: Dietrich, D. R..; Webb, S.F.; Petry
Page 37 and 38: for the calibration and/or validati
Page 39 and 40: If the complete mixing occurs the e
Page 41 and 42: 2.2.3 Hydrodynamic background of QU
Page 43 and 44: The three dimensional equation (Eq.
Page 45 and 46: et = νt Eq. 2.2-15 but for buoyant
Page 47 and 48: where y is the vertical axis [m] an
Page 49 and 50: Fig. 2.2.4: Concentration profile d
Page 51 and 52: Mid-Field and Transverse Mixing The
Page 53 and 54: where = = u * and Lt = water
Page 55 and 56: The mixing distances are determined
Page 57 and 58: The methods used for measuring the
Page 59 and 60: This equation gives a Gaussian spat
Page 61 and 62: where Kx is undimensionalized by b
Page 63 and 64: time-varying concentration input at
Page 65 and 66: at the confluence, because if exfil
Page 67 and 68: e. at the natural site the discorda
Page 69 and 70: 2.2.4 Application Advection-Dispers
Page 71 and 72: 2.2.5 Sampling and Measurements In
Page 73 and 74: 2.3 Methods for Quantifying the Inf
Page 75 and 76: an urban sewer network. The chemica
Page 77 and 78: the various isotopes of an element
Page 79 and 80: 3. biological reaction due to organ
Page 81 and 82: Fig. 2.3.4 Fractionation factors α
Page 83 and 84: isotopic fractionation than faster
Page 85 and 86:
The dashed lines in Fig. 2.3.5 show
Page 87 and 88:
In Italy, Longinelli and Selmo (200
Page 89 and 90:
egions and it has been applied for
Page 91 and 92:
2.4 Reference Best, J. L., and Roy,
Page 93 and 94:
Kracht, O.; Gresch, M.; de Bennedit
Page 95 and 96:
CHAPTER 3 Experimental Design and F
Page 97 and 98:
and B 2 ⎛ ⎜ = ⎜2 ⎜ ⎜ ⎝
Page 99 and 100:
After a general uncertainty analysi
Page 101 and 102:
3.3 QUEST In this paragraph, the QU
Page 103 and 104:
t= endIpeak M 2 e'( C exf = 1− t=
Page 105 and 106:
Tab. 3.3-1: sources of uncertainty
Page 107 and 108:
discussed, and a mathematical appro
Page 109 and 110:
Overlapping Peak routine) is the ro
Page 111 and 112:
Fig. 3.3.7: Conductivity peaks in g
Page 113 and 114:
# INTEGRATION of Reference and Indi
Page 115 and 116:
# regression time definition # ====
Page 117 and 118:
samp[,2:length(par.vector.mean)]
Page 119 and 120:
e
Page 121 and 122:
n.ref
Page 123 and 124:
{ Q.Ref[i]
Page 125 and 126:
} # Plot # ==== range
Page 127 and 128:
3.4 QUEST-C For the application of
Page 129 and 130:
3.6 POLLUTOGRAPH METHOD The equatio
Page 131 and 132:
Fig. 3.6.3: COD measurements after
Page 133 and 134:
Tab. 3.6-1 and the hydrograph separ
Page 135:
Annex 1 Giulianelli, M.; Prigiobbe,
Page 147 and 148:
10 th International Conference on U
Page 149:
Annex 3 Giulianelli, M.; Mazza, M.;
Page 175:
Annex 5 Rieckermann, J.; Bareš, V.
Page 187 and 188:
Application of a novel method for a
Page 189 and 190:
Fig. 1 right: fractionation of 18 O
Page 191 and 192:
The experimental area called Infern
Page 193 and 194:
Table 1 data of isotopic compositio
Page 195 and 196:
During the storage of wastewater sa
Page 197 and 198:
Fig. 7 error propagation with Monte
Page 199 and 200:
Majoube, M., 1971. Fractionnement e
Page 201 and 202:
th 16P P European Junior Scientist
Page 203 and 204:
By the administrative level, the ma
Page 205 and 206:
Fig. 2 - “Node” topology elemen
Page 207 and 208:
By topologic overlay (overlapping t
Page 209:
References: [1] United Nations Divi
Page 213 and 214:
VALENTINA PRIGIOBBE (A) , CLAUDIO S
Page 215 and 216:
associare contemporaneamente alle m
Page 217 and 218:
Fig. 2 - Sonda utilizzata per le mi
Page 219 and 220:
Conductivity [microS/cm] 3700 3400
Page 221 and 222:
Allo stato attuale di avanzamento d
Page 223 and 224:
I metodi presentati in questo artic
Page 225 and 226:
precipitazioni è variabile tra -9
Page 227 and 228:
Area di indagine L’area speriment
Page 229 and 230:
δ 18 O [per mille] 2.00 1.00 0.00
Page 231 and 232:
Tabella 1 a cui si deve aggiungere
Page 233:
10 th International Conference on U
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