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Table 6. Long-Term Ca II H and K Monitoring
"... In PAGE 8: ... The grade is based on two criteria: (1) whether a period occurs near the same frequency in more than one season; (2) the signi cance of the periodogram peak(s). Table6 summarizes the year-to-year variability of the Ca II records on time scales of years. Four of the nine stars have been observed regularly since 1966 and their records are shown in Figure 1.... In PAGE 8: ... In Table 6, N30 is the number of 30-day means used to calculate hSi, and Ntotal is the total number of observations. The ages listed in Table6 were determined from the mean Ca II ux by means of a relationship between magnetic activity and age (Soderblom, Duncan, amp; Johnson 1991;... In PAGE 10: ... 1999). Five of the stars in Table6 , 51 Peg, CrB, 70 Vir, 16 Cyg B, and 47 UMa, are relatively inactive in Ca II uxes, i.e.... In PAGE 10: ...r for Boo, and classi ed CrB as Long (i.e., with a time scale of gt; 25 yr). Classes in Table6 di er because we now regard Boo as Variable and 51 Peg as Long, as a result of the longer record and improved data calibration used here. Gl 411 is still classi ed Variable.... In PAGE 25: ...he 1994 season. This is inconsistent with the predicted period of 21 d. However, a 71-d period is marginally consistent with the observed v sin i (2 1 km s?1) and stellar radius derived from Hipparcos parallax if 47 UMa has evolved o the Main Sequence and begun to spin down. If 47 UMa is on the Main Sequence, its age inferred from hSi is 6 Gyr ( Table6 ), and is in agreement with other estimates of 8 2 Gyr (Gonzalez 1998) and 6.5 Gyr (Ng amp; Bertelli 1998).... In PAGE 28: ...5 or larger. However, all of our stars, except Gl 411, have log R0 HK values substantially less than ?4:5 ( Table6 ). In addition, Baliunas et al.... ..."
Table 1. Eye blinks and contribution of head orientation to the overall gaze direction.
2002
"... In PAGE 2: ...Table1 summarizes the results of four experiment sessions. From the results, we can see several interesting points: 1.... ..."
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Table 2. Eye blinks and contribution of head orien- tation to the overall gaze.
"... In PAGE 4: ... Since the horizontal component of the line of sight losx is the sum of horizontal head orientation hox and horizontal eye orientation eox, the percentage of head orientation to the horizontal direction of gaze is computed as head contribution = hox losx . Table2 summarizes the results of four experiment ses- sions. From the results, we can see several interesting points: 1) Most of the time, the subjects rotate their heads and eyes in the same direction to look at their focus of at- tention target (87%).... ..."
Table 6. Long-term potential leaching fractions of heavy metals in some combustion residues (%)
"... In PAGE 22: ...Besides of the influence of the matrix phases on the aqueous chemistry, the trace elements locked within the matrix phases are released only through the long-term chemical weathering (Theis and Wirth, 1977). Table6 shows some potential release fractions of heavy metals of combustion residues in long-term leaching processes. The matrix phases of combustion residues are thought of as the host phases of the parts of these heavy metals (Querol et al.... ..."
Table 3: Far microphone results with past-and-present-only long-term log spectral subtraction.
2002
"... In PAGE 5: ...3 seconds.) Table3 shows the new far microphone WER broken down by whether utterances were the first, second, third, etc. utterance (indicated in the first column) spoken by that speaker in that recording session.... In PAGE 5: ...Table 3: Far microphone results with past-and-present-only long-term log spectral subtraction. The results in Table3 show that after the first two utterances the mean subtraction is performing well. This is encouraging for the use of it in an interactive system.... ..."
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Table 9-14 Annual Exceedance Probability and Long-term Risk
"... In PAGE 47: ... Increased development in the upper por- tion of the basin promises to worsen the flood problem, as urbanization increases the volume and peak discharge. Table9 -1 shows the largest flood events recorded at the USGS gauge and estimates of the corresponding damage in the Chester Creek basin. The flood of record, in September 1971, was 594.... In PAGE 48: ...4. With these parameters, the function shown in Table9 -2 was computed. Note that this is the median function; the expected-probability adjustment was not used, as this adjustment would duplicate the account- ing for uncertainty that is accomplished with sampling procedures.... In PAGE 51: ... These costs were added to the inundation damages to obtain an aggregated relationship. Table9 -4 shows the aggregated stage-damage function. This function does not account for the existing Eyre Park levee project.... In PAGE 54: ... For example, with the 6.68-m levee in place, the without-project stage-damage relationship of Table9 -4 is modified to yield Table 9-8. Both relation- ships are plotted in Figure 9-6.... In PAGE 56: ... Engineering performance. (1) Table9 -9 reports indices of engineering perfor- mance of the levee plans. For reference, the median annual exceedance probability that corresponds to the top- of-levee stage is determined by direct reference to the stage-discharge and discharge-frequency relationships shown in Table 9-3 and Table 9-2, respectively.... In PAGE 56: ... (1) Table 9-9 reports indices of engineering perfor- mance of the levee plans. For reference, the median annual exceedance probability that corresponds to the top- of-levee stage is determined by direct reference to the stage-discharge and discharge-frequency relationships shown in Table9 -3 and Table 9-2, respectively. The annual exceedance probability with uncertainty analysis values equals the annual exceedance probability with uncertainty included.... In PAGE 58: ... Each regulated peak was assigned the same probability as the correspond- ing unregulated peak. Selected quantiles of the resulting regulated discharge-frequency relationship are shown in Table9 -12. Quantiles are approximately the same as those of the without-project relationship (Table 9-2) for frequent, smaller events.... In PAGE 58: ... Selected quantiles of the resulting regulated discharge-frequency relationship are shown in Table 9-12. Quantiles are approximately the same as those of the without-project relationship ( Table9 -2) for frequent, smaller events. For larger events, the detention basin reduces the peak.... In PAGE 59: ... Comparison of Plans a. Table9 -13 summarizes the without-project con- dition and the economic accomplishments of each of the proposed plans. All plans proposed significantly reduce the $78,100 expected annual damage.... In PAGE 59: ...lan, and the 6.68-m levee. b. Table9 -14 summarizes engineering performance indices for the proposed plans. With the detention basin plan, the target stage downstream will be exceeded, on the average, about 38 times in 1,000 years.... ..."
Table 4. Estimates of long-term average flow at small tributaries. Gage Data source Years of record Period Mean Jan. flow
2005
"... In PAGE 17: ...ig. 2). One tributary enters the Rio along this reach, Rio (a)contributingflowatRioChama,Rio GrandeatSanJuan,minor Frijoles, which was gaged from 1983 to 1996. We estimate tributaries ( Table4 ), and estimated baseflow, and (b) measured average January flow to at the Rio Frijoles to be 34 kg sH110021. January flow at the Cochiti gage.... ..."
Table 7: Example of Combinations in Cross-modal Expressive Strength
"... In PAGE 6: ... Procedures and Conditions (Video Stimulus): The video stimuli include two types of combinations of expressive strength: (i) pose changes from 0 to 1 when the singing voice changes from 0 to 1; and (ii) the reverse order of (i) with respect to the singing voice. Considering the order effect, we also prepared video stimuli in which: (iii) pose changes from 1 to 0 when the singing voice changes from 1 to 0; and (iv) the reverse order of (iii) with respect to the singing voice ( Table7 ). These stimuli are understood to reflect changes in expressive strength along the diagonal slopes of Figs.... ..."
Table 2.1: Major Types of Water Transfers Permanent Transfers Contingent Transfers/Dry-year Options Long-term
1998
"... In PAGE 28: ....02. These are the probability values that would and should be used for evaluations of planning and management decisions regarding these ranked events (Howard, 1988). The first case in Table2 (r=1, n=50) is not unrealistic for many extreme events from the historical record in a water supply planning context. There seems little likelihood that r/n and r/(n+1) plotting position results have any practical difference.... ..."
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