Annex B Water Quality Modelling and Assessment Information

1 WATER QUALITY METHODOLOGY

1.1 INTRODUCTION

This Annex presents the methodology and results of the assessment of impacts to water quality arising from the construction of the gas pipelines.

1.2 METHODOLOGY

1.2.1 Hydrodynamic and Water Quality Model Set Up

Background

The hydrodynamic and water quality modelling will be undertaken using the Tolo Harbour and Mirs Bay model (THMBM) that has been recently enhanced by Delft under a direct assignment from the EPD (WP01-277) (Figure 1.2a). Before the enhancement, the THMBM was based on averaged meteorological conditions and could only simulate spring-neap tidal cycles in the wet and dry seasons. This model was unable to take account localised stratification induced by rainfall and thus had limited application. The enhancement of the THMBM focussed on using real time meteorological data to provide yearly simulations of water quality conditions. In addition, a finer grid was adopted to better resolve localised effects within Tolo Harbour and around coastlines. As a result of these enhancements, the THMBM is considered to be appropriate for undertaking the water quality modelling for this Project.

Implications of Construction Method to Model Setup

A large amount of the pipeline installation will be undertaken by jetting with the remainder by dredgers. Based on similar jetting operations for submarine utility installations, the pipeline laying process is expected to result in gradients of suspended sediment concentrations in the immediate vicinity of the jetting machine. Further, due to the narrow width of Tolo Channel and close proximity of water quality sensitive receivers, greater resolution of the model grid was desired to more accurately reflect the expected changes in water quality.

An initial test was undertaken for establishing the feasibility of refining the existing enhanced THMBM to provide greater spatial resolution along the entire route of the pipeline to simulate both the long and short-term effects of the pipeline construction. The results of the initial tests with a refined grid of 60 m x 100 m in a band of 500 m either side of the pipeline route determined that the run time would be unacceptably high (ie. similar to real time). As such, a two-stage approach to the water quality modelling was developed in order to achieve the proposed objectives (utilising both the existing THMBM and a refined grid) as described in the following sections.

Modelling Approach

The hydrodynamic and water quality modelling was undertaken in two stages, as described below:

Initial Long Term Simulations

The first stage used the existing enhanced THMBM to simulate construction of the whole of the pipeline route. The grid size for both the hydrodynamic and the water quality models in the vicinity of the pipeline route was approximately 150 m - 400 m along the line of the route and approximately 200 m perpendicular to the route. The existing enhanced model grid is shown in Figure 1.2a. The results of the first stage were used for the following:

(a) to determine the longer term impacts to algal growth due to the disturbance of seabed sediments and to determine the short term impacts to biochemical oxygen demand, dissolved oxygen, ammonia (both total and unionised), total inorganic nitrogen and the release of micro-pollutants; and

(b) to provide coarse screening of the areas that may experience elevated suspended sediment concentrations due to the works.

The above approach was considered particularly useful for simulating the potential effects of the installation of the pipelines on algal growth through the release of nutrients from the disturbed seabed sediments. This is because such effects are likely to occur over greater temporal and spatial scales than the more immediate effects of other determinants, such as increased suspended sediment concentrations.

The grid was considered sufficient to resolve the hydrodynamic patterns in the areas likely to be affected by the pipeline construction because the tidal currents are weak and do not exhibit high spatial gradients. The model was primarily used to simulate the effects of nutrient release on algal growth, which was also not expected to exhibit high spatial gradients and as such the existing grid was considered acceptable.

The existing THMBM was set up to simulate the expected coastline configurations for the year 2005 (the expected installation year of the Project) to represent any future planned reclamations, which are primarily expected to be in the vicinity of the Yantian container port. The pollution loads for the water quality model were derived by interpolation between the two closest available time horizons in the pollution load inventory for the model, which are 2000 and 2007. The hydrodynamic and water quality models were then used to simulate the duration of the construction period. Months representative of the wet and dry seasons were selected to simulate the range of seasonal conditions that could be expected during the construction of the route.

Refined Short Term Simulations

The second stage of the modelling will based on the modelling results undertaken for Stage 1 and involved refining the THMBM grid at the areas predicted to experience elevated pollution concentrations and are considered to be critical with respect to the locations of important sensitive receivers. The refined model was then be used to simulate the short-term localised effects of the pipeline construction.

The potential impacts of the pipeline construction works on suspended sediment concentrations and sediment deposition are critical for this Study and occur on a relatively short time in the immediate vicinity of the pipeline route. It was thus proposed to undertake simulations of these potential water quality effects using a refined grid and covering a typical 15 day spring-neap tidal cycles.

The results from the initial long term simulations were assessed to determine critical sections of the construction, which were defined based on the potential for impacts at the identified sensitive receivers. The grid for the water quality model in these sections was refined to give a minimum resolution of 50 m perpendicular to the pipeline route Figure 1.2b-e. This enabled the expected gradients in the water quality parameters to be adequately resolved without resulting in excessively long run times.

Hydrodynamic data for the refined water quality simulations was provided by the existing (ie unrefined) enhanced Tolo Harbour and Mirs Bay model. The existing data were interpolated onto the refined grid to provide the necessary input data for the refined water quality simulations. This methodology has been successfully applied to simulations using the PART model, but has yet to be used for the water quality model. A detailed discussion of the numerical implementation of the interpolation process is provided in Appendix A along with a discussion of the mass conservation of this method.

The water quality model was set up to simulate a moving source of sediment along the route of the pipeline to represent the progress of the construction for each of the identified critical sections. Each of these simulations was run for representative 15 day spring-neap tidal cycles in the wet and dry seasons (ie stratified and unstratified) conditions. The same background pollution loads and coastline configuration will be used as for the initial long-term simulations.

Vector Information

The current patterns in the project area are presented on Figures 1.2 f - 1.2m. The plots indicate that in general in the area of the pipelines alignment the current speed rarely exceeds 0.25 m s-1 and this is in mainly areas where the coastlines are closer such as at Ma Shi Chau and Fung Wong Fat. The low current speeds mean that there is little or no re-suspension of sediments once deposited. This should be noted in interpreting the water quality results for sediment deposition (Section 2.2).

1.2.2 Preliminary Construction Methodology

As discussed above and in Section 3 three types of pipeline protection are proposed. The average jetting rate is 1.6 km per day and to achieve 3 m burial depth, it is envisaged that 3 passes will be required. The estimated volume of material fluidised for the first pass is 3.13 m3 per m assuming a trench fluidisation slope of 1:1 and for each pass the pipelines bundle is lowered 1m below the seabed(1) . The estimated volume of material fluidised for the second and third passes is 5.13 m3 per m and 7.13 m3 per m respectively. Dredging using a trailing suction hopper dredger is recommended for the dredged section in Mirs Bay.

1.2.3 Design of Modelling Simulations

Input of Sediment Entrainment into the Model

Jetting

The working hours within Tolo Harbour will be 16 hours per day and in Mirs Bay 24 hours per day. The speed of the machine while working in Tolo Harbour will be 0.01875 ms-1 and although the working hours in Mirs Bay will be longer we have assumed the same working rate. Consequently, the machine will progress at 1.08 km day-1 in Tolo Harbour and 1.62 km day-1 in Mirs Bay.

The volumes of sediment disturbed will vary depending upon whether it is the first, second or third pass. If we assume the worst case of the third pass (7.13 m3 per m) the rate of disturbance will be 0.1337 m3s-1. The disturbed sediment will constitute a layer of fluid mud flowing across the seabed either side of the jetting machine and only a small portion of this sediment will enter the water column.

It is conservatively assumed that 20% of the disturbed sediment enters suspension then the loss rate will be 0.0267 m3s-1. The loss rate used here has been used in previous projects for submarine utility installations under the EIAO that have been installed using jetting methods and have obtained Environmental Permits:

* 132kV Submarine Cable Installation for Wong Chuk Hang - Chung Hom Kok 132kV Circuits (AEP-126/2002). EP granted on 2 April 2002 (EP-126/2002).

* FLAG North Asian Loop (AEP-099/2001). EP granted on 18 June 2001 (EP-099/2001).

* East Asian Crossing (EAC) Cable System (TKO), Asia Global Crossing (AEP-081/2000). EP granted on 4 October 2000 (EP-081/2000).

* East Asian Crossing (EAC) Cable System, Asia Global Crossing (AEP-079/2000). EP granted on 6 September 2000 (EP-079/2000).

* Submarine Cable Landing Installation in Tong Fuk Lantau for Asia Pacific Cable Network 2 (APCN 2) Fibre Optic Submarine Cable System, EGS. EP granted on 26 July 2000 (EP-069/2000).

* Telecommunication Installation at Lot 591SA in DD 328, Tong Fuk, South Lantau Coast and the Associated Cable Landing Work in Tong Fuk, South Lantau for the North Asia Cable (NAC) Fibre Optic Submarine Cable System (AEP-064/2000). EP granted in June 2000 (EP-064/2000).

To calculate the mass entrainment rate it is necessary to apply a dry density for the material, which is conservatively assumed to be 700 kg m-3. The entrainment rates are thus 18.7 kg s-1.

The sediment will be entered into the model in the model layer closest to the seabed because this will represent the entrainment of sediment to suspension from the layer of fluid mud flowing over the existing seabed. This approach is considered valid as the jetting machine is fluidising the seabed sediments and not excavating the sediments, consequently there will be little vertical entrainment of sediment into the water column.

The sediment will be entered into the model within a series of grid cells to represent the jetting machine moving along the pipeline route. Thus each grid cell will represent a section of the pipeline route and sediment will be entered into that grid cell for the length of time it takes the jetting machine to pass the length of that cell, based on the jetting machine speeds given above. Once the jetting machine has passed that grid cell, sediment will then be entered in the next grid cell on the route. The total time for each jetting pass that has been simulated in the initial water quality simulation is 20 days.

The jetting simulation will be conducted starting on Day 1 of the 15 day spring-neap tidal cycle at Tai Po and the simulation running for 20 days (for both seasons). It is noted that running the model this way has the potential for the results to be affected by the timing of the spring-neap tidal cycle and the position of the jetting machine, ie if the simulation commenced on Day 10 the elevations at certain sensitive receivers could be higher or lower than those when the simulation commences on Day 1.

Although such a concern is valid, the hydrodynamic regime of the pipelines alignment, particularly within Tolo Channel, which is the most ecologically sensitive area, is relatively uniform. As presented in Figures 1.2 f - 1.2m the current speeds are low (< 0.20 ms-1) and either move NE on the ebb tide towards Mirs Bay or SW on the flood tide into Tolo Harbour. There is little difference between spring or neap tides in terms of current speeds as for the spring tide the max in Tolo Channel is 0.25 ms-1 as opposed to a maximum of 0.20 ms-1 on the neap tide. This small difference of 0.05 ms-1 is not expected to cause significant effect on the simulation results or the assessment of impacts given the predicted results are so low.

Dredging

For the modelling scenarios it has been assumed that the Contractor will utilise a small trailer suction hopper dredger (TSHD) to excavate the trench for the pipelines in the sections northeast of Chek Chau in Mirs Bay and the approach to the LNG Terminal in Mainland waters. The suggested size of trailer dredger is 8,000 m3, which commonly operate in Hong Kong. Based on information from dredging contractors the optimal rate within which an 8,000 m3 TSHD, when dredging mud without overflowing, can fill up is around 40 minutes.

In the model it has been assumed that the TSHD will therefore excavate 8,000 m3 in 40 minutes, which translates to an instantaneous working rate of 3.3 m3 s-1 ie approximately 11,880 m3 hr-1. This is a highly conservative assumption as the TSHD may, depending on the actual dredger and the soil condition at the time of dredging, fill with up to 50% water because overflowing during mud dredging is prohibited. This signifies that although the working rate assumed in the model is 3.3 m3 s-1 in practice it may be as low as 1.67 m3 s-1.

The rate of loss for trailer dredgers is 7 kg m-3 dredged which is considered to be a conservative assumption and at the upper end of measured loss rates for trailer suction hopper dredgers (2) (3), and assumes that no overflow is permitted but the Lean Mixture Overboard (LMOB) system is in operation at the beginning and end of the dredging cycle when the drag head is being lowered and raised. Assuming that no more than one dredger operates simultaneously a loss rate of 23.1 kg s-1 is assumed in the model.

The sediment has been entered into the model in the layer closest to the seabed to represent the loss of sediment to suspension due to disturbance by the drag head. The sediment has been entered into the model within a series of grid cells to represent the dredger moving along the pipeline route, in a manner similar to that described above for the jetting machine. Based on the proposed dredging rate of 3.3 m3 s-1 the rate of progress of the dredging will be 0.055 m s-1.

As discussed above, the modelling has assumed continuous dredging at the site, but with only one dredger dredging at one time which represents a worse case assumption as it is expected that only one dredger will be used for the works and it will travel off-site for disposal.

As the actual dredging plant is not known at this stage and the disposal site has yet to be allocated it is not possible to assign a daily working rate. However, for indication purposes, if one 8,000 m3 TSHD is utilised and the downtime between dredging events is set at approximately 4 hours due to off-site disposal at the East Ninepins Disposal Area then the daily dredging rate would be approximately 38,000 m3 day-1. As discussed above, the production volume may only be 4,000 m3 per dredging event due to water in the hopper, which would reduce the daily production volume to 19,000 m3 day-1. Given that the total volume to be excavated in Hong Kong waters is approximately 220,000 m3 the dredging could take a maximum of up to 11 days to complete. Assuming similar working rates at the LNG terminal approach the duration would be approximately 8 days. These simulations will be separate from those for jetting because these activities will not be concurrent.

The section of the pipeline to be jetted will be from the Tai Po landfall Approach to the boundary of the HKSAR waters. From the boundary of the HKSAR waters to the Shenzhen Landfall Approach the pipeline will be laid in a THSD dredged trench. One other section will be laid in a dredged trench and that is in Hong Kong waters north of Chek Chau and west of the Mirs Bay Dangerous Goods Anchorage.

Sediment Parameters

For simulating sediment impacts the following general parameters will be used:

* Settling velocity - 0.5 mm s-1

* Critical shear stress for deposition - 0.2 N m-2

* Critical shear stress for erosion - 0.3 N m-2

* Minimum depth where deposition allowed - 2 m

The above parameters have been used to simulate the impacts from sediment plumes in Hong Kong associated with uncontaminated mud disposal into the Brothers MBA (4) and dredging for the Permanent Aviation Fuel Facility at Sha Chau (5). In addition, the above settling velocity was used by Delft Hydraulics to simulate the settling of sediment lost to suspension during water injection dredging (a comparable technique to jetting) in the UK (6). The critical shear stress values for erosion and deposition were determined by laboratory testing of a large sample of marine mud from Hong Kong as part of the original WAHMO studies associated with the new airport at Chek Lap Kok.

Water Quality Impacts

The water quality model is able to simulate the degradation of BOD5 in order to provide results in terms of the dissolved oxygen depletion. The water quality model represents the nitrogen cycle where organic nitrogen released from the sediment if converted to ammonia and then to nitrates (NO2 and NO3). The unionised ammonia constituent of the simulated total ammonia is calculated based on an equilibrium equation, which is dependant upon the pH of the marine waters. The model results can therefore be compared with the key Water Quality Objectives for dissolved oxygen, total inorganic nitrogen and unionised ammonia.

The water quality model is also able to simulate the release (ie desorbtion) of micro-pollutants from the sediments disturbed during dredging. In the marine waters the pollutants are distributed over the dissolved phase and the solid phase (suspended solids). The ratio of the two concentrations is given by the partition coefficient P:

Values of the partition coefficients (P) have been determined for those substances which show an exceedance of the critical values for sediment quality, defined as the Lower Chemical Exceedance Level in ETWBTC 34/2002. . These are As, Cr, Cu, Pb, Ni, Zn, Total PCB's and TBT. The P vales have been derived from the Chemical Database developed by the Dutch Ministry for Transport, Public Works and Water Management. For the organic compounds the P value is related to Total Organic Carbon (TOC) rather than Total Particulate Matter (TPM). In those cases a reference ratio TOC:TPM needs to be used. Since this ratio is highly variable both in space and in time, it is proposed to derive this value from the model output, rather than to prescribe a value. The selected P values are shown in Table 1.1.

Table 1.1 Summary of Partition Coefficients for the Release of Micro-pollutants

Parameter	Partition Coefficient
Arsenic (Lg^-1)	130^a
Chromium (Lg^-1)	290^a
Copper (Lg^-1)	122^a
Lead (Lg^-1)	130^a
Nickel (Lg^-1)	40^a
Zinc (Lg^-1)	100^a
Total PCBs (m^3 g^-1C)	10^-0.2 a b
TBT (m^3 g^-1C)	10^-1.7 a
Notes: a. Chemical Database, Dutch Ministry for Transport, Public Works and Water Management b. Lowest value from the range of different PCBs

The approach used in this assessment involved four steps as follows:

1. Use the water quality model to predict the concentrations of SS at sensitive receivers;

2. Determine, using background data on micro-pollutant concentrations in the sediment to determine the concentration of each contaminant associated with SS at the sensitive receivers;

3. Apply the partitioning coefficient to the concentrations derived in Step 2 so that the maximum dissolved concentration of each micro-pollutant can be determined at the sensitive receivers; and,

4. Compare these concentrations with the applicable standard.

2 WATER QUALITY MODELLING RESULTS

2.1 SUSPENDED SEDIMENT

Contour plots of suspended sediment along the pipelines route for the jetted sections in Mirs Bay are presented on Figure 2.1a (dry season) and Figure 2.1b (wet season). The results of the dredging scenarios are presented in Figure 2.1c (dry season) and Figure 2.1d (wet season). The results are presented for the surface, middle and bed layers of the water column and represented maximum elevations in mg L-1. The contour plots indicate that the elevations of 10 mg L-1 do not impinge on the coastlines at any of the locations of high ecological value.

Data were extracted from the modelling works to determine the predicted levels of suspended sediment at each of the sensitive receivers. The results of this exercise are presented below in Table 2.1 and detail the maximum predicted elevations of SS in each of the 10 layers of the water quality model.

Time series plots for the some of the sensitive receivers (C1, C6, C9, F2 and I1) are presented in Figures 2.1e - n. Only these sensitive receivers were selected for presentation as all of the other sensitive receivers had SS elevations that were minimal (ie less than 3 mg L-1). The plots illustrate the short-term nature of the elevations of SS and that concentrations are highest in the lowest layer of the water column.

The above discussion and plots have focussed on maximum elevations of SS. When examining the 90th percentile elevations of SS (the WQO is measured as the 90th percentile of background conditions) it is apparent that the values are extremely low (Figures 2.1o - 2.1r). The maximum 90th percentile values are along the pipelines centreline and reach approximately 1 mg L-1 in the bed layer. Surface layer concentrations are all less than 1 mg L-1 which renders them non-detectable.

Table 2.1 Maximum Elevations of Suspended Sediment at Sensitive Receivers (mg L-1)

		Jetting Dry Season		Jetting Wet Season		Dredging Dry Season		Dredging Wet Season
Monitoring point	Layer	90 percentile	Maximum	90 percentile	Maximum	90 percentile	Maximum	90 percentile	Maximum
C1	Surface-1	2.15E-01	2.04E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	2.56E-01	2.35E+00	0.00E+00	2.26E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	2.86E-01	2.58E+00	0.00E+00	1.50E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	3.12E-01	2.78E+00	0.00E+00	5.30E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	3.36E-01	2.97E+00	4.06E-05	1.26E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	3.59E-01	3.15E+00	1.52E-04	1.47E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	3.83E-01	3.34E+00	5.78E-04	4.90E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	4.09E-01	3.56E+00	1.51E-03	3.03E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	4.42E-01	3.84E+00	5.25E-03	6.12E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	5.00E-01	4.32E+00	2.43E-02	1.43E+01	0.00E+00	0.00E+00	0.00E+00	0.00E+00
C2	Surface-1	1.00E-01	5.46E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	1.17E-01	6.24E-01	0.00E+00	4.37E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	1.29E-01	6.72E-01	0.00E+00	3.02E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	1.38E-01	7.07E-01	1.65E-05	1.44E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	1.45E-01	7.33E-01	7.28E-05	5.40E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	1.51E-01	7.55E-01	3.40E-04	1.63E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	1.61E-01	7.73E-01	1.24E-03	5.33E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	1.73E-01	7.89E-01	5.94E-03	1.78E-01	0.00E+00	1.05E-05	0.00E+00	0.00E+00
	9	1.83E-01	8.06E-01	3.48E-02	6.07E-01	0.00E+00	1.18E-05	0.00E+00	0.00E+00
	Bottom-10	2.39E-01	8.32E-01	5.09E-02	2.92E+00	0.00E+00	1.29E-05	0.00E+00	0.00E+00
C3	Surface-1	6.44E-02	4.36E-01	0.00E+00	4.97E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	7.63E-02	5.03E-01	0.00E+00	6.03E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	8.83E-02	5.54E-01	1.25E-05	4.60E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	9.62E-02	5.98E-01	1.23E-04	1.70E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	1.01E-01	6.37E-01	7.07E-04	4.32E-02	0.00E+00	1.14E-05	0.00E+00	0.00E+00
	6	1.06E-01	6.73E-01	2.07E-03	1.05E-01	0.00E+00	2.13E-05	0.00E+00	0.00E+00
	7	1.21E-01	7.08E-01	6.98E-03	3.51E-01	0.00E+00	2.96E-05	0.00E+00	0.00E+00
	8	1.33E-01	7.42E-01	2.05E-02	7.76E-01	0.00E+00	3.51E-05	0.00E+00	0.00E+00
	9	1.45E-01	7.76E-01	4.28E-02	1.10E+00	0.00E+00	3.94E-05	0.00E+00	0.00E+00
	Bottom-10	1.60E-01	8.21E-01	7.85E-02	1.87E+00	0.00E+00	4.39E-05	0.00E+00	1.12E-05
C4	Surface-1	2.35E-02	1.76E-01	0.00E+00	5.63E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	2.66E-02	2.00E-01	0.00E+00	4.51E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	3.04E-02	2.15E-01	4.99E-05	2.11E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	3.20E-02	2.27E-01	2.56E-04	7.99E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	3.34E-02	2.36E-01	1.08E-03	3.01E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	3.46E-02	2.45E-01	4.33E-03	1.00E-01	0.00E+00	1.14E-05	0.00E+00	0.00E+00
	7	3.58E-02	2.53E-01	1.49E-02	3.33E-01	0.00E+00	1.54E-05	0.00E+00	0.00E+00
	8	3.70E-02	2.60E-01	3.22E-02	8.12E-01	0.00E+00	1.88E-05	0.00E+00	0.00E+00
	9	3.83E-02	2.69E-01	6.50E-02	1.46E+00	0.00E+00	2.20E-05	0.00E+00	0.00E+00
	Bottom-10	4.00E-02	2.83E-01	8.87E-02	3.33E+00	0.00E+00	2.53E-05	0.00E+00	0.00E+00
C5	Surface-1	2.39E-03	1.26E-01	0.00E+00	1.94E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	3.82E-03	1.59E-01	0.00E+00	1.95E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	4.48E-03	1.83E-01	1.98E-05	9.33E-04	0.00E+00	1.50E-05	0.00E+00	0.00E+00
	4	5.23E-03	2.03E-01	7.86E-05	6.31E-03	0.00E+00	4.31E-05	0.00E+00	0.00E+00
	5	6.06E-03	2.25E-01	5.34E-04	3.04E-02	0.00E+00	1.70E-04	0.00E+00	0.00E+00
	6	1.67E-02	2.59E-01	2.61E-03	8.96E-02	0.00E+00	2.96E-04	0.00E+00	0.00E+00
	7	2.83E-02	3.21E-01	6.60E-03	1.72E-01	0.00E+00	3.56E-04	0.00E+00	0.00E+00
	8	4.84E-02	4.71E-01	2.39E-02	5.34E-01	0.00E+00	4.00E-04	0.00E+00	2.62E-05
	9	7.76E-02	7.89E-01	7.10E-02	1.68E+00	0.00E+00	4.38E-04	0.00E+00	6.70E-05
	Bottom-10	1.47E-01	1.91E+00	2.05E-01	5.15E+00	0.00E+00	4.81E-04	0.00E+00	1.02E-04
C6	Surface-1	3.46E-04	3.86E-02	0.00E+00	9.19E-04	0.00E+00	2.07E-05	0.00E+00	0.00E+00
	2	5.25E-04	4.76E-02	2.60E-05	8.72E-03	0.00E+00	1.30E-04	0.00E+00	0.00E+00
	3	2.54E-03	5.42E-02	6.98E-05	4.46E-02	0.00E+00	6.96E-04	0.00E+00	0.00E+00
	4	3.64E-03	6.00E-02	3.04E-04	1.67E-01	0.00E+00	1.05E-03	0.00E+00	0.00E+00
	5	6.72E-03	7.27E-02	1.04E-03	4.85E-01	0.00E+00	1.25E-03	0.00E+00	0.00E+00
	6	1.51E-02	1.65E-01	3.52E-03	1.07E+00	0.00E+00	1.40E-03	0.00E+00	0.00E+00
	7	2.43E-02	3.27E-01	1.17E-02	1.96E+00	0.00E+00	1.54E-03	0.00E+00	3.15E-05
	8	3.27E-02	7.33E-01	4.17E-02	3.58E+00	0.00E+00	1.78E-03	0.00E+00	2.73E-04
	9	4.46E-02	1.38E+00	1.07E-01	6.71E+00	0.00E+00	2.90E-03	0.00E+00	8.21E-04
	Bottom-10	7.17E-02	5.96E+00	1.88E-01	1.59E+01	1.01E-05	3.70E-03	0.00E+00	1.21E-03
C7	Surface-1	2.69E-04	4.60E-02	0.00E+00	7.03E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	3.80E-04	5.56E-02	0.00E+00	4.94E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	5.19E-04	6.16E-02	2.28E-05	1.62E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	1.09E-03	6.61E-02	8.07E-05	3.23E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	2.25E-03	6.95E-02	2.81E-04	7.65E-03	0.00E+00	1.90E-05	0.00E+00	0.00E+00
	6	5.05E-03	8.96E-02	7.41E-04	1.77E-02	0.00E+00	4.99E-05	0.00E+00	0.00E+00
	7	9.52E-03	2.96E-01	2.16E-03	5.53E-02	0.00E+00	1.04E-04	0.00E+00	0.00E+00
	8	1.70E-02	6.44E-01	5.28E-03	1.71E-01	0.00E+00	2.19E-04	0.00E+00	1.18E-05
	9	3.28E-02	1.03E+00	1.84E-02	9.72E-01	0.00E+00	5.90E-04	0.00E+00	3.27E-05
	Bottom-10	4.70E-02	9.37E+00	4.69E-02	2.82E+00	0.00E+00	8.79E-04	0.00E+00	1.63E-04
C8	Surface-1	1.74E-05	2.49E-03	0.00E+00	2.60E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	1.44E-04	3.08E-03	0.00E+00	2.42E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	2.48E-04	3.96E-03	0.00E+00	6.17E-04	0.00E+00	3.18E-05	0.00E+00	0.00E+00
	4	3.92E-04	1.22E-02	2.40E-05	7.76E-04	0.00E+00	1.29E-04	0.00E+00	0.00E+00
	5	6.28E-04	2.81E-02	1.14E-04	2.83E-03	0.00E+00	7.38E-04	0.00E+00	5.42E-05
	6	1.01E-03	5.88E-02	4.75E-04	1.92E-02	0.00E+00	4.43E-03	0.00E+00	2.34E-04
	7	2.12E-03	1.26E-01	1.91E-03	9.76E-02	0.00E+00	1.04E-02	0.00E+00	1.05E-03
	8	4.97E-03	2.77E-01	7.27E-03	4.26E-01	2.49E-05	5.69E-02	0.00E+00	5.97E-03
	9	1.16E-02	6.86E-01	2.84E-02	1.24E+00	6.56E-05	1.27E-01	0.00E+00	2.16E-02
	Bottom-10	3.24E-02	5.74E+00	1.01E-01	5.89E+00	1.11E-04	2.00E-01	0.00E+00	5.49E-02
C9	Surface-1	0.00E+00	6.34E-04	0.00E+00	1.37E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	1.72E-05	7.87E-04	0.00E+00	2.50E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	5.04E-05	8.88E-04	0.00E+00	5.81E-05	0.00E+00	1.34E-05	0.00E+00	1.19E-05
	4	8.61E-05	3.14E-03	0.00E+00	2.52E-04	0.00E+00	1.07E-04	0.00E+00	0.00E+00
	5	1.26E-04	2.40E-02	2.93E-05	1.30E-03	0.00E+00	2.20E-04	0.00E+00	2.55E-04
	6	1.86E-04	1.13E-01	6.13E-05	6.08E-03	0.00E+00	1.88E-03	0.00E+00	3.26E-05
	7	4.27E-04	3.97E-01	2.90E-04	2.64E-02	0.00E+00	1.25E-02	0.00E+00	5.00E-03
	8	5.24E-04	1.23E+00	8.35E-04	1.56E-01	0.00E+00	1.33E-01	0.00E+00	6.64E-03
	9	2.34E-03	4.26E+00	6.21E-03	1.39E+00	3.61E-04	8.55E-01	0.00E+00	5.39E-02
	Bottom-10	6.29E-03	1.30E+01	2.37E-02	1.21E+01	5.08E-04	2.87E+00	0.00E+00	8.13E-01
C10	Surface-1	0.00E+00	7.40E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	0.00E+00	9.18E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	0.00E+00	3.92E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	0.00E+00	4.85E-04	0.00E+00	2.95E-05	0.00E+00	1.69E-05	0.00E+00	0.00E+00
	5	1.04E-05	2.33E-03	0.00E+00	1.62E-04	0.00E+00	2.43E-04	0.00E+00	4.40E-05
	6	1.43E-05	6.95E-03	0.00E+00	6.54E-04	0.00E+00	3.13E-03	0.00E+00	7.51E-05
	7	3.62E-05	1.74E-02	0.00E+00	1.95E-03	0.00E+00	2.66E-02	0.00E+00	1.37E-03
	8	3.84E-05	4.85E-02	6.03E-05	6.94E-03	0.00E+00	1.91E-01	0.00E+00	7.47E-03
	9	1.04E-04	2.72E-01	5.83E-05	3.70E-02	1.12E-03	6.89E-01	0.00E+00	6.59E-02
	Bottom-10	2.15E-04	4.70E+00	9.10E-04	5.69E-01	2.73E-03	2.02E+00	2.91E-05	1.21E+00
C11	Surface-1	0.00E+00	5.14E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	0.00E+00	6.04E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	0.00E+00	6.64E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	0.00E+00	7.07E-05	0.00E+00	0.00E+00	0.00E+00	7.16E-05	0.00E+00	0.00E+00
	5	0.00E+00	2.78E-04	0.00E+00	1.06E-05	0.00E+00	1.75E-04	0.00E+00	0.00E+00
	6	1.03E-05	1.95E-03	0.00E+00	5.22E-05	0.00E+00	1.05E-03	0.00E+00	2.53E-05
	7	3.01E-05	1.56E-02	0.00E+00	1.70E-04	1.37E-05	5.39E-03	0.00E+00	4.45E-04
	8	3.73E-05	1.24E-01	1.44E-05	6.31E-04	1.48E-05	3.20E-02	0.00E+00	2.05E-02
	9	8.24E-05	7.70E-01	5.74E-05	5.15E-02	6.28E-04	2.58E-01	5.42E-05	2.70E-01
	Bottom-10	1.38E-04	2.96E+00	1.25E-04	2.02E-01	1.40E-03	6.27E-01	1.45E-04	3.60E-01
C12	Surface-1	0.00E+00	4.40E-05	0.00E+00	0.00E+00	0.00E+00	2.49E-04	0.00E+00	0.00E+00
	2	0.00E+00	2.25E-04	0.00E+00	0.00E+00	0.00E+00	2.25E-03	0.00E+00	0.00E+00
	3	0.00E+00	9.21E-04	0.00E+00	0.00E+00	0.00E+00	8.31E-03	0.00E+00	4.85E-05
	4	0.00E+00	2.70E-03	0.00E+00	1.94E-05	0.00E+00	2.03E-02	0.00E+00	1.38E-04
	5	1.29E-05	6.52E-03	0.00E+00	6.91E-05	2.49E-05	4.01E-02	0.00E+00	6.54E-04
	6	2.45E-05	1.38E-02	0.00E+00	1.97E-04	1.26E-04	7.18E-02	0.00E+00	2.14E-03
	7	5.15E-05	3.34E-02	0.00E+00	7.94E-04	3.27E-04	1.27E-01	0.00E+00	2.20E-02
	8	9.19E-05	2.32E-01	2.43E-05	1.69E-02	1.98E-03	8.12E-01	9.21E-05	3.71E-01
	9	1.88E-04	3.56E-01	3.06E-05	4.23E-02	3.14E-03	1.14E+00	7.50E-04	5.14E-01
	Bottom-10	1.72E-04	5.21E-01	5.39E-05	6.36E-01	4.06E-03	1.65E+00	1.30E-03	1.61E+00
C13	Surface-1	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	6.23E-04	0.00E+00	0.00E+00
	2	0.00E+00	0.00E+00	0.00E+00	8.66E-05	0.00E+00	7.57E-04	0.00E+00	0.00E+00
	3	0.00E+00	0.00E+00	0.00E+00	1.28E-04	0.00E+00	8.51E-04	0.00E+00	0.00E+00
	4	0.00E+00	0.00E+00	0.00E+00	2.58E-02	0.00E+00	9.25E-04	0.00E+00	0.00E+00
	5	0.00E+00	0.00E+00	0.00E+00	1.44E-01	0.00E+00	9.88E-04	0.00E+00	0.00E+00
	6	0.00E+00	5.68E-05	0.00E+00	2.50E-01	0.00E+00	1.05E-03	0.00E+00	0.00E+00
	7	0.00E+00	2.64E-04	0.00E+00	3.89E-01	2.90E-05	1.12E-03	0.00E+00	6.57E-05
	8	0.00E+00	2.35E-02	0.00E+00	6.12E-01	1.61E-04	4.30E-03	0.00E+00	7.20E-04
	9	0.00E+00	1.08E-01	1.04E-05	8.25E-01	2.57E-04	2.39E-02	0.00E+00	1.66E-02
	Bottom-10	0.00E+00	2.43E-01	1.86E-05	1.28E+00	4.07E-04	8.01E-02	4.80E-05	1.69E-01
I1	Surface-1	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	0.00E+00	2.32E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	0.00E+00	7.81E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	0.00E+00	1.47E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	0.00E+00	2.48E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	1.08E-05	9.44E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	3.11E-05	3.84E-01	0.00E+00	3.85E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	8.57E-05	1.12E+00	0.00E+00	1.16E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	1.88E-04	5.22E+00	0.00E+00	2.84E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	5.18E-04	5.57E+01	0.00E+00	9.93E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
I2	Surface-1	1.48E-04	2.74E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	1.77E-04	3.42E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	3.08E-04	3.93E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	3.79E-04	4.40E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	4.37E-04	4.85E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	5.16E-04	5.33E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	1.16E-03	6.06E-02	0.00E+00	3.20E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	4.79E-03	9.28E-02	0.00E+00	1.97E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	1.02E-02	3.97E-01	0.00E+00	2.32E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	1.87E-02	1.79E+00	5.70E-05	2.75E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
F1	Surface-1	8.87E-03	1.28E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	1.05E-02	1.59E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	1.17E-02	1.87E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	1.27E-02	2.21E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	1.36E-02	2.58E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	1.45E-02	3.02E-01	0.00E+00	7.68E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	1.75E-02	3.56E-01	0.00E+00	1.36E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	3.55E-02	4.54E-01	0.00E+00	2.31E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	4.68E-02	9.02E-01	1.09E-05	4.32E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	6.09E-02	5.61E+00	4.10E-04	6.75E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
F2	Surface-1	3.66E-02	1.47E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	4.46E-02	1.81E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	4.93E-02	2.07E+00	0.00E+00	2.64E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	5.34E-02	2.30E+00	0.00E+00	8.86E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	5.72E-02	2.52E+00	0.00E+00	1.41E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	6.09E-02	2.74E+00	0.00E+00	3.06E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	6.46E-02	2.99E+00	0.00E+00	1.12E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	6.87E-02	3.28E+00	0.00E+00	8.26E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	7.39E-02	3.65E+00	5.68E-05	1.31E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	9.06E-02	4.28E+00	6.44E-04	4.24E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00
F3	Surface-1	0.00E+00	1.48E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	0.00E+00	1.74E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	0.00E+00	1.93E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	0.00E+00	2.11E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	0.00E+00	2.27E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	0.00E+00	2.44E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	0.00E+00	2.61E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	0.00E+00	2.81E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	0.00E+00	3.08E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	1.05E-05	3.58E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
F4	Surface-1	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	0.00E+00	1.01E-05	0.00E+00	0.00E+00	0.00E+00	2.75E-05	0.00E+00	0.00E+00
	7	0.00E+00	2.14E-05	0.00E+00	0.00E+00	0.00E+00	7.01E-05	0.00E+00	0.00E+00
	8	0.00E+00	4.86E-05	0.00E+00	0.00E+00	0.00E+00	1.53E-04	0.00E+00	0.00E+00
	9	0.00E+00	1.66E-04	0.00E+00	1.82E-05	0.00E+00	2.72E-04	0.00E+00	3.98E-05
	Bottom-10	0.00E+00	1.33E-03	0.00E+00	3.18E-04	0.00E+00	7.13E-04	0.00E+00	1.57E-04
F5	Surface-1	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
SSI1	Surface-1	2.73E-03	3.16E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	3.32E-03	3.80E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	3.82E-03	4.29E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	4.27E-03	4.75E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	4.72E-03	5.18E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	5.17E-03	5.63E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	5.60E-03	6.12E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	6.26E-03	6.68E-02	0.00E+00	3.44E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	6.98E-03	7.45E-02	0.00E+00	1.22E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	8.42E-03	9.12E-02	0.00E+00	1.19E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
SSI2	Surface-1	2.95E-05	1.38E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	3.58E-05	1.64E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	4.05E-05	1.84E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	4.47E-05	2.02E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	4.88E-05	2.20E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	5.29E-05	2.38E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	5.78E-05	2.59E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	6.38E-05	2.84E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	7.19E-05	3.17E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	8.67E-05	3.76E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
B1	Surface-1	2.19E-04	2.36E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	2.68E-04	3.00E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	3.06E-04	3.49E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	3.41E-04	3.93E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	3.77E-04	4.37E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	4.13E-04	4.82E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	4.53E-04	5.31E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	5.01E-04	5.94E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	5.64E-04	6.79E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	6.81E-04	8.44E-03	0.00E+00	6.10E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
B2	Surface-1	1.77E-03	1.14E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	2.22E-03	1.38E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	2.55E-03	1.56E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	2.80E-03	1.72E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	3.05E-03	1.87E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	3.30E-03	2.03E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	3.56E-03	2.20E-02	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	3.86E-03	2.38E-02	0.00E+00	2.02E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	4.24E-03	2.62E-02	0.00E+00	4.23E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	5.04E-03	3.07E-02	0.00E+00	4.41E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
B3	Surface-1	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	0.00E+00	0.00E+00	0.00E+00	1.07E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
PRC1	Surface-1	0.00E+00	0.00E+00	0.00E+00	0.00E+00	2.05E-03	2.87E-01	0.00E+00	0.00E+00
	2	0.00E+00	0.00E+00	0.00E+00	0.00E+00	2.44E-03	3.38E-01	0.00E+00	0.00E+00
	3	0.00E+00	0.00E+00	0.00E+00	0.00E+00	2.73E-03	3.76E-01	0.00E+00	0.00E+00
	4	0.00E+00	0.00E+00	0.00E+00	0.00E+00	3.00E-03	4.10E-01	0.00E+00	0.00E+00
	5	0.00E+00	0.00E+00	0.00E+00	0.00E+00	3.26E-03	4.42E-01	0.00E+00	3.33E-05
	6	0.00E+00	0.00E+00	0.00E+00	0.00E+00	3.61E-03	4.74E-01	0.00E+00	1.57E-04
	7	0.00E+00	0.00E+00	0.00E+00	0.00E+00	4.25E-03	5.07E-01	0.00E+00	7.14E-04
	8	0.00E+00	0.00E+00	0.00E+00	0.00E+00	4.56E-03	5.44E-01	0.00E+00	6.72E-03
	9	0.00E+00	0.00E+00	0.00E+00	0.00E+00	5.04E-03	5.89E-01	0.00E+00	3.09E-02
	Bottom-10	0.00E+00	5.28E-05	0.00E+00	0.00E+00	6.54E-03	6.62E-01	4.85E-04	1.67E+00
PRC2	Surface-1	0.00E+00	0.00E+00	0.00E+00	0.00E+00	1.70E-03	1.40E-01	0.00E+00	0.00E+00
	2	0.00E+00	0.00E+00	0.00E+00	0.00E+00	2.19E-03	1.70E-01	0.00E+00	0.00E+00
	3	0.00E+00	0.00E+00	0.00E+00	0.00E+00	2.59E-03	1.93E-01	0.00E+00	0.00E+00
	4	0.00E+00	0.00E+00	0.00E+00	0.00E+00	2.96E-03	2.14E-01	0.00E+00	0.00E+00
	5	0.00E+00	0.00E+00	0.00E+00	0.00E+00	3.32E-03	2.34E-01	0.00E+00	0.00E+00
	6	0.00E+00	0.00E+00	0.00E+00	0.00E+00	3.68E-03	2.54E-01	0.00E+00	0.00E+00
	7	0.00E+00	0.00E+00	0.00E+00	0.00E+00	3.99E-03	2.76E-01	0.00E+00	1.60E-05
	8	0.00E+00	0.00E+00	0.00E+00	0.00E+00	4.36E-03	3.01E-01	0.00E+00	6.32E-05
	9	0.00E+00	0.00E+00	0.00E+00	1.32E-05	4.88E-03	3.33E-01	0.00E+00	3.28E-04
	Bottom-10	0.00E+00	0.00E+00	0.00E+00	2.06E-05	5.88E-03	3.95E-01	0.00E+00	8.60E-04
PRC3	Surface-1	0.00E+00	0.00E+00	0.00E+00	0.00E+00	3.41E-04	1.48E-02	0.00E+00	0.00E+00
	2	0.00E+00	0.00E+00	0.00E+00	0.00E+00	4.22E-04	1.77E-02	0.00E+00	0.00E+00
	3	0.00E+00	0.00E+00	0.00E+00	0.00E+00	5.03E-04	1.99E-02	0.00E+00	0.00E+00
	4	0.00E+00	0.00E+00	0.00E+00	0.00E+00	5.74E-04	2.17E-02	0.00E+00	0.00E+00
	5	0.00E+00	0.00E+00	0.00E+00	0.00E+00	6.39E-04	2.35E-02	0.00E+00	0.00E+00
	6	0.00E+00	0.00E+00	0.00E+00	0.00E+00	7.00E-04	2.52E-02	0.00E+00	0.00E+00
	7	0.00E+00	0.00E+00	0.00E+00	0.00E+00	7.61E-04	2.69E-02	0.00E+00	0.00E+00
	8	0.00E+00	0.00E+00	0.00E+00	0.00E+00	8.50E-04	2.89E-02	0.00E+00	0.00E+00
	9	0.00E+00	0.00E+00	0.00E+00	0.00E+00	1.04E-03	3.15E-02	0.00E+00	0.00E+00
	Bottom-10	0.00E+00	0.00E+00	0.00E+00	0.00E+00	1.53E-03	3.58E-02	0.00E+00	0.00E+00
MP1	Surface-1	2.69E-04	4.60E-02	0.00E+00	7.03E-05	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	3.80E-04	5.56E-02	0.00E+00	4.94E-04	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	5.19E-04	6.16E-02	2.28E-05	1.62E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	1.09E-03	6.61E-02	8.07E-05	3.23E-03	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	2.25E-03	6.95E-02	2.81E-04	7.65E-03	0.00E+00	1.90E-05	0.00E+00	0.00E+00
	6	5.05E-03	8.96E-02	7.41E-04	1.77E-02	0.00E+00	4.99E-05	0.00E+00	0.00E+00
	7	9.52E-03	2.96E-01	2.16E-03	5.53E-02	0.00E+00	1.04E-04	0.00E+00	0.00E+00
	8	1.70E-02	6.44E-01	5.28E-03	1.71E-01	0.00E+00	2.19E-04	0.00E+00	1.18E-05
	9	3.28E-02	1.03E+00	1.84E-02	9.72E-01	0.00E+00	5.90E-04	0.00E+00	3.27E-05
	Bottom-10	4.70E-02	9.37E+00	4.69E-02	2.82E+00	0.00E+00	8.79E-04	0.00E+00	1.63E-04
MP2	Surface-1	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	3	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	4	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	5	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	6	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	7	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	8	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	9	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	Bottom-10	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
MP3	Surface-1	0.00E+00	0.00E+00	0.00E+00	0.00E+00	5.46E-05	5.55E-03	0.00E+00	0.00E+00
	2	0.00E+00	0.00E+00	0.00E+00	1.25E-04	6.88E-05	6.77E-03	0.00E+00	0.00E+00
	3	0.00E+00	0.00E+00	0.00E+00	8.52E-05	7.96E-05	7.69E-03	0.00E+00	0.00E+00
	4	0.00E+00	0.00E+00	0.00E+00	1.59E-02	8.78E-05	8.48E-03	0.00E+00	2.58E-05
	5	0.00E+00	0.00E+00	0.00E+00	2.46E-02	1.12E-04	9.20E-03	0.00E+00	1.35E-04
	6	0.00E+00	2.35E-05	0.00E+00	3.54E-02	3.34E-04	9.91E-03	0.00E+00	3.40E-04
	7	0.00E+00	1.08E-04	0.00E+00	4.89E-02	1.27E-03	1.19E-02	1.94E-05	1.77E-03
	8	0.00E+00	5.99E-04	0.00E+00	6.68E-02	4.42E-03	1.07E-01	1.31E-04	1.21E-02
	9	0.00E+00	8.14E-03	0.00E+00	8.94E-02	5.86E-03	1.46E+00	4.71E-04	1.58E-01
	Bottom-10	0.00E+00	1.55E-02	0.00E+00	1.18E-01	8.74E-03	6.56E+00	1.63E-03	4.65E+00

2.2 SEDIMENT DEPOSITION

The results of the jetting scenarios (one jetting pass) are presented in Figure 2.2a (dry season) and Figure 2.2b (wet season). Contour plots of sediment deposition along the pipelines route for the dredged sections in Mirs Bay are presented on Figure 2.2c (dry season) and Figure 2.2d (wet season). The above plots result from the existing model for the area and the units are maximum amount of sediment deposited in g m-2. As discussed in Section 1.2.1 there is little re-suspension of sediment due to the prevailing hydrodynamic conditions of low current speeds. Consequently, the deposition values presented here represent worse case estimates. The refined model was used to examine sediment deposition at the mouth of Tolo Channel where the high ecological value sensitive receivers are located. The contour plots are presented on Figure 2.2e (dry season) and Figure 2.2f (wet season) with the area refined indicated by a box.

Data were extracted from the modelling works to determine the predicted levels of sediment deposited at each of the coral sensitive receivers. The results of this exercise are presented below in Table 2.2.

Table 2.2 Cumulative Sediment Deposition (g m-2) at Coral Sensitive Receivers for each pass

Coral Sensitive Receivers	Dry Season	Wet Season
C1 - Pak Sha Tau	124.0^a (approx 60 gm^-2 day^-1)	46.7
C2 - Lo Fu Wat S	62.0	40.8
C3 - Lo Fu Wat N	47.4	45.9
C4 - Lai Chi Chong	15.1	60.3
C5 - Wong Wan Tsui	0.0	0.0
C6 - Fung Wong Fat	17.9	6.5
C7 - Gruff Head	1.2	0.0
C8 - Wong Chuk Kok S	0.1	0.1
C9 - Wong Chuk Kok	0.0	0.1
C10 - Wong Chuk Kok N	0.0	0.0
C11 - Chek Chau S	19.4	1.6
C12 - Chek Chau N	6.7	4.1
C13 - Tung Ping Chau	1.1	8.8
a: Although the predicted deposition level is 124 g m^-2 which is higher than the tolerance criterion for corals (ie 100 g m^-2 day^-1), the value is cumulative over a period of 2 - 3 days, and therefore the deposition event to be occurred at C1 would be less than 100 g m^-2 per day (approx 60 gm^-2 day^-1).

The above results are presented for one jetting pass (the worse case of the 3rd pass). If a conservative estimate is assumed, ie that the same level of deposition would occur at each sensitive receiver during each of the other two passes, the sediment deposition per day for three passes would be three times the cumulative deposition values (presented in Table 2.2) divided by 6 - 9 days (as deposition of each pass occurs over a period of 2 - 3 days). The deposition per day at each sensitive receiver would be less than the coral tolerance criterion of 100 g m-2 day-1. In addition, each sedimentation event would occur with several days in between (possibly up to 40 days between depositional events) and therefore adverse impacts to coral sensitive receivers due to sediment deposition are not anticipated.

The pattern of deposition over time at Sensitive Receivers C1 to C4 is illustrated in Figures 2.2g - j. The plots demonstrate that the sediment depositions are cumulative over a period of 2 - 3 days before the sedimentation levels build up to the values shown in Table 2.2. Although the predicted deposition level during the dry season at Sensitive Receiver C1 is 124 g m-2 which is higher than the tolerance criterion for corals (ie 100 g m-2 day-1), the value is cumulative over a period of 2 - 3 days, and therefore the deposition event to be occurred at C1 would be less than 100 g m-2 per day. Hence, the sedimentation impact at Sensitive Receiver C1 is considered to be acceptable. In addition, the corals at Pak Sha Tau were classified as of medium ecological value and hence the deposition at this site is not considered an unacceptable adverse impact.

2.3 CHLOROPHYLL A

Changes in the levels of Chlorophyll a (Chla) in water as a result of the project works are presented in Table 2.3. The table illustrates that the Project has no observable adverse effect on Chla levels.

2.4 TOTAL INORGANIC NITROGEN

Changes in the levels of Total Inorganic Nitrogen (TIN) as a result of the project works are presented in Table 2.4. The table illustrates that the Project has no observable adverse effect on the TIN levels in Mirs Bay which are compliant with the WQO.

2.5 UNIONISED AMMONIA

Changes in the levels of Unionised Ammonia as a result of the project works are presented in Table 2.5. The table illustrates that the Project has no observable adverse effect on the Unionised Ammonia levels in Mirs Bay which are compliant with the WQO.

2.6 DISSOLVED OXYGEN

Depletions of dissolved oxygen (DO) due to the project works are illustrated in Table 2.6. In general it is clear that the Project has no observable effect on DO.

Table 2.3 Maximum Elevations of Chlorophyll-a at Sensitive Receivers (ug L-1)

Chlorophyll-a (ug L^-1)		Jetting Dry Season		Jetting Wet Season		Dredging Dry Season		Dredging Wet Season
Monitoring point	Layer	90 percentile	Maximum	90 percentile	Maximum	90 percentile	Maximum	90 percentile	Maximum
C1	Surface-1	-1.50E+00	-3.70E+00	-2.00E-01	-1.90E+00	0.00E+00	-1.00E-01	1.00E-01	-1.00E-01
	2	-2.50E+00	-3.70E+00	-2.00E-01	-2.00E-01	0.00E+00	-1.00E-01	0.00E+00	-1.00E-01
	3	-3.61E+00	-3.90E+00	0.00E+00	0.00E+00	0.00E+00	-2.00E-01	0.00E+00	0.00E+00
	4	-3.35E+00	-3.90E+00	-5.00E-02	0.00E+00	-1.00E-01	-1.00E-01	-1.00E-02	0.00E+00
	5	-3.50E+00	-3.33E+00	-1.40E-01	0.00E+00	-1.00E-01	-1.00E-01	0.00E+00	0.00E+00
	6	-3.03E+00	-3.49E+00	-1.70E-01	0.00E+00	-7.00E-02	-2.00E-01	-1.00E-02	0.00E+00
	7	-2.43E+00	-3.49E+00	-2.20E-01	0.00E+00	-3.00E-02	-9.00E-02	-4.00E-02	0.00E+00
	8	-1.83E+00	-2.51E+00	-1.70E-01	0.00E+00	-5.00E-02	-6.00E-02	-1.00E-02	0.00E+00
	9	-1.55E+00	-1.89E+00	-1.40E-01	-1.00E-02	-4.00E-02	-6.00E-02	-2.00E-02	0.00E+00
	Bottom-10	-1.44E+00	-1.81E+00	-1.00E-01	0.00E+00	-4.00E-02	-5.00E-02	0.00E+00	0.00E+00
C2	Surface-1	-1.10E+00	-3.00E+00	-1.00E-01	-3.00E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	-2.32E+00	-2.50E+00	-1.00E-01	-6.00E-01	0.00E+00	-2.00E-01	0.00E+00	0.00E+00
	3	-2.82E+00	-3.20E+00	-1.00E-01	-1.00E-02	-1.10E-01	-2.00E-01	-1.30E-01	-1.00E-02
	4	-1.90E+00	-2.54E+00	-4.00E-02	0.00E+00	-5.00E-02	-1.70E-01	-2.00E-02	0.00E+00
	5	-1.45E+00	-1.40E+00	-3.00E-02	0.00E+00	-3.00E-02	-1.10E-01	0.00E+00	0.00E+00
	6	-8.10E-01	-3.00E-02	0.00E+00	0.00E+00	-3.00E-02	-3.00E-02	0.00E+00	0.00E+00
	7	-3.60E-01	-3.70E-01	-1.00E-02	0.00E+00	-2.00E-02	-4.00E-02	0.00E+00	-1.00E-02
	8	-2.50E-01	-2.90E-01	-1.00E-02	-1.00E-02	-3.00E-02	-4.00E-02	-1.00E-02	-1.00E-02
	9	-1.80E-01	-2.60E-01	0.00E+00	0.00E+00	-3.00E-02	-4.00E-02	0.00E+00	0.00E+00
	Bottom-10	-1.60E-01	-2.40E-01	-1.00E-02	0.00E+00	-2.00E-02	-3.00E-02	0.00E+00	0.00E+00
C3	Surface-1	-1.30E+00	-3.40E+00	-3.00E-01	-3.00E-01	-1.00E-01	0.00E+00	0.00E+00	1.00E-01
	2	-2.58E+00	-3.50E+00	-1.00E-01	-5.00E-01	-1.00E-01	1.00E-01	0.00E+00	0.00E+00
	3	-2.62E+00	-3.93E+00	-9.00E-02	-1.00E-01	-1.30E-01	-1.00E-01	-1.00E-02	-1.00E-01
	4	-2.11E+00	-2.51E+00	-1.00E-01	0.00E+00	-6.00E-02	-1.60E-01	-1.00E-02	-1.00E-02
	5	-1.51E+00	-1.51E+00	-9.00E-02	0.00E+00	-7.00E-02	-1.20E-01	-1.00E-02	0.00E+00
	6	-8.70E-01	0.00E+00	-6.00E-02	0.00E+00	-5.00E-02	0.00E+00	-1.00E-02	0.00E+00
	7	-5.40E-01	-4.30E-01	-1.00E-02	0.00E+00	-2.00E-02	-4.00E-02	-1.00E-02	0.00E+00
	8	-4.00E-01	-4.90E-01	-1.00E-02	0.00E+00	-3.00E-02	-4.00E-02	-1.00E-02	0.00E+00
	9	-3.30E-01	-2.60E-01	0.00E+00	1.00E-02	-3.00E-02	-4.00E-02	0.00E+00	0.00E+00
	Bottom-10	-3.10E-01	-2.50E-01	0.00E+00	0.00E+00	-3.00E-02	-4.00E-02	0.00E+00	0.00E+00
C4	Surface-1	-1.90E+00	-3.60E+00	-4.00E-01	0.00E+00	1.00E-01	-1.00E-01	0.00E+00	0.00E+00
	2	-3.46E+00	-3.90E+00	-1.30E-01	0.00E+00	0.00E+00	-1.00E-01	-4.00E-02	0.00E+00
	3	-2.97E+00	-6.22E+00	-1.50E-01	0.00E+00	-5.00E-02	1.00E-01	-3.00E-02	-1.00E-01
	4	-2.02E+00	-3.78E+00	-1.20E-01	-1.00E-02	-7.00E-02	-6.00E-02	-3.00E-02	-2.00E-02
	5	-1.60E+00	-3.21E+00	-7.00E-02	-1.00E-02	-5.00E-02	-6.00E-02	-1.00E-02	-2.00E-02
	6	-1.02E+00	-2.56E+00	-7.00E-02	0.00E+00	-6.00E-02	-6.00E-02	-2.00E-02	-1.00E-02
	7	-7.60E-01	-2.14E+00	-6.00E-02	0.00E+00	-4.00E-02	-3.00E-02	-1.00E-02	-1.00E-02
	8	-6.40E-01	-1.10E+00	-7.00E-02	0.00E+00	-4.00E-02	-3.00E-02	-1.00E-02	0.00E+00
	9	-6.20E-01	-8.10E-01	-5.00E-02	0.00E+00	-2.00E-02	-3.00E-02	-1.00E-02	0.00E+00
	Bottom-10	-5.90E-01	-6.70E-01	-5.00E-02	0.00E+00	-3.00E-02	-4.00E-02	-1.00E-02	0.00E+00
C5	Surface-1	-1.40E+00	-3.50E+00	-4.00E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	-2.52E+00	-3.89E+00	-2.00E-01	0.00E+00	0.00E+00	0.00E+00	-1.00E-02	0.00E+00
	3	-2.42E+00	-2.70E+00	-3.90E-01	0.00E+00	-7.00E-02	1.00E-01	-2.00E-02	0.00E+00
	4	-1.91E+00	-3.02E+00	-3.40E-01	0.00E+00	-2.00E-02	-5.00E-02	-5.00E-02	0.00E+00
	5	-1.66E+00	-2.90E+00	-1.10E-01	0.00E+00	-6.00E-02	-6.00E-02	-2.00E-02	-1.00E-02
	6	-1.44E+00	-2.49E+00	-7.00E-02	0.00E+00	-5.00E-02	-7.00E-02	-1.00E-02	-1.00E-02
	7	-1.22E+00	-2.30E+00	-4.00E-02	0.00E+00	-5.00E-02	-7.00E-02	-1.00E-02	-1.00E-02
	8	-9.00E-01	-1.95E+00	-4.00E-02	0.00E+00	-4.00E-02	-7.00E-02	0.00E+00	0.00E+00
	9	-7.00E-01	-1.29E+00	-2.00E-02	0.00E+00	-4.00E-02	-6.00E-02	-2.00E-02	0.00E+00
	Bottom-10	-5.70E-01	-9.00E-01	-2.00E-02	0.00E+00	-4.00E-02	-5.00E-02	0.00E+00	0.00E+00
C6	Surface-1	-1.59E+00	-3.70E+00	-4.30E-01	0.00E+00	1.00E-01	0.00E+00	0.00E+00	0.00E+00
	2	-3.17E+00	-3.75E+00	0.00E+00	0.00E+00	-4.00E-02	-1.00E-01	-1.00E-02	0.00E+00
	3	-2.34E+00	-2.49E+00	-1.00E-01	0.00E+00	-8.00E-02	-2.00E-01	0.00E+00	-1.00E-02
	4	-1.74E+00	-2.55E+00	-1.90E-01	0.00E+00	-4.00E-02	-1.30E-01	0.00E+00	0.00E+00
	5	-1.37E+00	-2.82E+00	-1.70E-01	0.00E+00	-5.00E-02	-1.20E-01	-2.00E-02	-1.00E-02
	6	-1.20E+00	-3.00E+00	-9.00E-02	0.00E+00	-7.00E-02	-1.20E-01	-1.00E-02	0.00E+00
	7	-1.01E+00	-2.67E+00	-5.00E-02	0.00E+00	-4.00E-02	-1.10E-01	-1.00E-02	-1.00E-02
	8	-8.00E-01	-2.14E+00	-2.00E-02	0.00E+00	-6.00E-02	-1.00E-01	0.00E+00	0.00E+00
	9	-6.40E-01	-1.57E+00	-3.00E-02	0.00E+00	-3.00E-02	-9.00E-02	0.00E+00	-1.00E-02
	Bottom-10	-5.40E-01	-1.03E+00	-3.00E-02	0.00E+00	-4.00E-02	-6.00E-02	-1.00E-02	0.00E+00
C7	Surface-1	-1.91E+00	-3.50E+00	-8.50E-01	0.00E+00	0.00E+00	-1.00E-01	3.00E-02	0.00E+00
	2	-2.92E+00	-3.99E+00	-2.10E-01	0.00E+00	-1.10E-01	-1.00E-01	1.00E-02	-1.00E-02
	3	-1.97E+00	-3.57E+00	-2.00E-02	0.00E+00	-1.50E-01	-3.00E-01	-4.00E-02	-2.00E-02
	4	-1.35E+00	-2.35E+00	-5.00E-02	-1.00E-02	-3.00E-02	-1.30E-01	-1.00E-02	-2.00E-02
	5	-9.50E-01	-1.85E+00	-1.00E-02	0.00E+00	-1.00E-01	-1.20E-01	-1.00E-02	-1.00E-02
	6	-7.30E-01	-1.44E+00	-2.00E-02	0.00E+00	-6.00E-02	-1.00E-01	-1.00E-02	0.00E+00
	7	-5.20E-01	-1.07E+00	-1.00E-02	0.00E+00	-4.00E-02	-9.00E-02	-1.00E-02	0.00E+00
	8	-3.80E-01	-7.80E-01	0.00E+00	0.00E+00	-5.00E-02	-7.00E-02	-1.00E-02	0.00E+00
	9	-2.40E-01	-4.50E-01	-1.00E-03	0.00E+00	-3.00E-02	-6.00E-02	-2.00E-03	0.00E+00
	Bottom-10	-1.50E-01	-1.70E-01	-7.00E-03	0.00E+00	-2.00E-02	-5.00E-02	-1.00E-03	0.00E+00
C8	Surface-1	-1.35E+00	-2.00E+00	-7.70E-01	0.00E+00	0.00E+00	0.00E+00	0.00E+00	0.00E+00
	2	-2.63E+00	-2.66E+00	-1.90E-01	0.00E+00	1.00E-01	0.00E+00	0.00E+00	0.00E+00
	3	-2.72E+00	-2.47E+00	-1.00E-02	0.00E+00	-8.00E-02	-3.00E-01	-1.00E-02	0.00E+00
	4	-2.08E+00	-2.88E+00	-3.00E-02	0.00E+00	-1.40E-01	-2.00E-01	5.00E-02	0.00E+00
	5	-1.56E+00	-3.26E+00	-1.80E-01	0.00E+00	-7.00E-02	-2.00E-01	-1.00E-02	-1.00E-02
	6	-1.26E+00	-2.75E+00	-1.20E-01	0.00E+00	-4.00E-02	-1.90E-01	-1.00E-02	-1.00E-02
	7	-9.80E-01	-2.09E+00	-7.00E-02	0.00E+00	-1.00E-01	-1.50E-01	-1.00E-02	-1.00E-02
	8	-8.00E-01	-1.42E+00	-3.50E-02	0.00E+00	-6.00E-02	-1.00E-01	-3.00E-03	0.00E+00
	9	-2.70E-01	-9.20E-01	-1.00E-02	0.00E+00	-4.00E-02	-8.00E-02	-2.00E-03	-1.00E-03
	Bottom-10	-1.80E-01	-2.20E-01	-2.00E-03	0.00E+00	-2.00E-02	-5.00E-02	-1.00E-03	0.00E+00
C9	Surface-1	-9.70E-01	-1.11E+00	-7.50E-01	0.00E+00	-5.00E-02	-1.00E-01	1.00E-02	0.00E+00
	2	-1.53E+00	-1.48E+00	-2.60E-01	0.00E+00	-1.00E-02	0.00E+00	2.00E-02	0.00E+00
	3	-2.18E+00	-2.29E+00	-1.10E-01	0.00E+00	-9.00E-02	-1.00E-01	-1.00E-02	0.00E+00
	4	-1.51E+00	-2.32E+00	-7.00E-02	0.00E+00	-1.30E-01	-1.70E-01	-2.00E-02	0.00E+00
	5	-1.27E+00	-1.99E+00	-1.10E-01	0.00E+00	-1.30E-01	-1.60E-01	-1.00E-02	-1.00E-02
	6	-9.40E-01	-1.76E+00	-6.00E-02	0.00E+00	-9.00E-02	-1.50E-01	-1.00E-02	0.00E+00
	7	-7.10E-01	-1.44E+00	-1.80E-02	0.00E+00	-6.00E-02	-1.20E-01	0.00E+00	0.00E+00
	8	-4.20E-01	-1.04E+00	-1.50E-02	0.00E+00	-2.00E-02	-7.00E-02	-2.00E-03	0.00E+00
	9	-1.90E-01	-6.20E-01	-6.00E-03	0.00E+00	0.00E+00	-6.00E-02	0.00E+00	0.00E+00
	Bottom-10	-1.07E-01	-3.60E-01	-1.00E-03	0.00E+00	-1.80E-02	-4.00E-02	0.00E+00	0.00E+00
C10	Surface-1	-3.50E-01	-1.38E+00	-4.00E-01	-8.30E-01	-4.00E-02	-2.00E-01	1.00E-02	3.00E-02
	2	-4.10E-01	-1.33E+00	-6.00E-02	0.00E+00	-1.20E-01	-1.00E-01	0.00E+00	0.00E+00
	3	-1.67E+00	-1.68E+00	0.00E+00	0.00E+00	-3.00E-02	-9.00E-02	0.00E+00	0.00E+00
	4	-6.80E-01	-8.50E-01	0.00E+00	0.00E+00	-9.00E-02	-1.60E-01	0.00E+00	0.00E+00
	5	-4.60E-01	-6.20E-01	0.00E+00	0.00E+00	-7.00E-02	-1.30E-01	0.00E+00	0.00E+00
	6	-3.00E-01	-4.50E-01	-2.00E-03	0.00E+00	-6.00E-02	-9.00E-02	-1.00E-03	0.00E+00
	7	-1.80E-01	-3.60E-01	0.00E+00	0.00E+00	-3.00E-02	-8.00E-02	-1.00E-03	-1.00E-03
	8	-1.50E-01	-2.70E-01	0.00E+00	0.00E+00	-2.00E-02	-6.00E-02	0.00E+00	0.00E+00
	9	-8.60E-02	-1.90E-01	-1.00E-03	0.00E+00	-1.90E-02	-4.00E-02	-1.00E-03	-1.00E-03
	Bottom-10	-1.50E-02	-8.00E-02	0.00E+00	0.00E+00	-4.00E-03	-1.70E-02	0.00E+00	0.00E+00
C11	Surface-1	-5.40E-01	-1.45E+00	1.50E-01	0.00E+00	3.00E-02	-1.00E-01	0.00E+00	-1.00E-02
	2	-1.60E+00	-1.46E+00	-1.00E-02	0.00E+00	-2.00E-02	-3.00E-01	0.00E+00	0.00E+00
	3	-1.18E+00	-1.80E+00	0.00E+00	0.00E+00	-1.30E-01	-8.00E-02	0.00E+00	-1.00E-02
	4	-7.00E-01	-1.28E+00	-1.00E-02	0.00E+00	-7.00E-02	-4.00E-02	-1.00E-02	0.00E+00
	5	-4.40E-01	-6.20E-01	-1.00E-02	0.00E+00	-5.00E-02	-3.00E-02	-1.00E-02	-1.00E-02
	6	-2.20E-01	-3.00E-02	-1.00E-02	0.00E+00	-2.00E-02	-2.00E-02	-1.00E-02	0.00E+00
	7	-1.40E-01	0.00E+00	-7.00E-03	0.00E+00	-3.00E-02	0.00E+00	-1.00E-03	-2.00E-03
	8	-1.10E-01	0.00E+00	-5.00E-03	0.00E+00	0.00E+00	0.00E+00	-1.00E-03	0.00E+00
	9	-7.80E-02	0.00E+00	-3.00E-03	0.00E+00	-9.00E-03	0.00E+00	-1.00E-03	-1.00E-03
	Bottom-10	-1.00E-02	0.00E+00	-1.00E-03	0.00E+00	-1.00E-03	0.00E+00	-1.00E-03	-1.00E-03
C12	Surface-1	-3.80E-01	-1.48E+00	-1.50E-01	0.00E+00	5.00E-02	-1.00E-01	1.00E-02	0.00E+00
	2	-1.48E+00	-1.86E+00	-2.00E-02	0.00E+00	-7.00E-02	-3.00E-01	0.00E+00	0.00E+00
	3	-9.30E-01	-1.11E+00	-2.00E-02	0.00E+00	-1.30E-01	-1.60E-01	-2.00E-02	-1.00E-02
	4	-5.50E-01	-3.60E-01	0.00E+00	0.00E+00	-7.00E-02	-1.10E-01	-1.00E-02	0.00E+00
	5	-3.50E-01