AND AVALANCHE ACTIVITY

Size: px
Start display at page:

Download "AND AVALANCHE ACTIVITY"

Transcription

1 Allnals of Glaciology 3 nternational Glaciological Society NFLUENCE OF STRONG NDS ON SNO DSTRBUTON AND AVALANCE ACTVTY by R. Meister (Eidgenossisches nstitut fur Schnee- und Lawinenforschung, eissfluhjoch, C- 726 Davos, Switzerland) ABSTRACT n a local range, crest winds were copared with winds at lower stations ake it possible initiate a drift-transport odel which would predict snow accuulation patterns on leeward slopes. Corrections the odel input were ade after consideration of detailed drift-flux easureents in the lowest 2 above snow surface. Good agreeent was found between the tal length of large avalanches in a path near the crest, the appropriate wind reading and the corrected snow-depth increents in the rupture zone. Control of ediu-sized avalanches likely cause injury skiers can be iproved with the proposed ethod. NTRODUCTON north, at the first pre-alpine ridge crest, the ean daily wind speed exceeds a 5 / s threshold value during 6% of all days of the year. This is docuented by readings of the station at santis (252 a.s..). At eissfluhjoch (269 a.s..), this threshold is reached on only % of all days. The Alpine wind field is influenced in a arked way by local pography and altitude. At Testa Grigia near Zeratt, for exaple, at an altitude of 348, the ean hourly wind speed exceeds 2 / s for h of the year. Local wind analysis for Davos Four sites were se lected for oniring of wind direction and represents a typical ountain situation drained the south-west and creeks slopes structuring the terrain and potential avalanche starting areas. the siultaneous speed. Figure with a ain valley with different side hence deterining Transport of snow under the influence of wind occurs either siultaneously with precptation or, during dry conditions, with pure blowing snow. Caused by the rough terrain, strong winds in Alpine regions show a arked eddy turbulence. Deposition patterns are predoinantly deterined by this coplex flow. Avalanche activity has been directly related strong winds in ore than 4% of all events recorded in the Davos area (de Quervain and Meister, 987). eather conditions glvg rise blowing snow are coon in ountainous regions, and skiers are aware of their influence when they are following tracks drawn shortly before in an undisturbed snow field. Drift-flux easureents have been ade not only in Antarctic regions (Budd and others, 966) but also in nuerous other areas of flat terrain associated with drift probles. Schidt (986) analysed transport rates of drifting snow and pointed out their relationship aerodynaic roughness length. Mountain observations (Fiihn, 98; Meister, 987) are coplicated by the bulged vertical wind-speed profile at crest lines and by sall obstacles just before the traps. Snow-depth distribution could easily be easured by aerial phograetric techniques, but these depend on there being low snow reflectivity (contrast) which is rather rare. Microwave reote-sensing techniques onir avalanche-critical snow paraeters have been presented by Matzler (987), but are still not in practical use. Fiihn and Meister (982) showed how indirect snow-cover data ay influence calculated avalanche run-out distances. The ost iportant steps in this procedure are () deterination of the snow-pack increent layer caused by snowfalls in the area, (2) evaluation of the axiu possible snow-slab height by the Coulob-Mohr criterion, and (3) estiation of the ost likely snow-slab area. n the present paper the first and last steps are exained in relation ountain winds. MOUNTAN ND OBSER V A nons The Davos area represents an inner Alpine ountainous region with rather reduced wind speeds. Further the Fig.. Local ap of the Davos area, with urban region cross-hatched, showing lake in the valley bot, and position of four sites (J, VF, MA and DA) used for local wind analysis. Qualitative wind roses show the ain wind directions. 95

2 Meister Strong winds and avalanche activity SCATTERGRAM ND DAVOS 987/ '-ii-----i "'-ii--"-i-----f-- t t ,------r-----t ,_-----r-----t---' + Cl i----- "U U Cl Z i---+--t *, '. +.fill ' t ", !+ + t -; + le --+-,------r-----t-; + -+-t---r-----r---+i.-'.;+.;. 4o t ----_r-----r-----t _r-----r-----t-----' +, r-----t _r-----r-----t f----i r t!+.+.,;.t. ++J;,... t -L L J Sl Sl Sl Sl l\ N NDDRECTON J (deg) Fig. 2. Coparison of free-field wind direction (J) and wind direction in valley bot (DA). 435 x hourly readings selected fro data collected between January and March 988. Sl D (T) Fig. 3. Test area around "Versuchsfeld" (VF) near Davos. P-P5 are positions of five cup aneoeters, S is snow-depth stick; Pluv. pluviograph. Distribution of snow depth on 3 March 988 is qualitatively represented, showing areas with less snow than at S (shaded parallel the east direction) and areas with ore snow than at S (shaded parallel the north direction). The instruentation used for the winter readings in was as follows J "eissfluhjoch" crest positon at 2693 near the nstitute. A Pit gauge with rotatable flag, both ounted on a ast, easured peaks of 2 s gusts and in eans. VF "Versuchsfeld" (study site) plateau station at 2544 in a sall valley. A set of five aneoeters, P-P5, installed 2 above snow surface easuring the wind-speed conditions around a sall hill. P5, at the hillp, also easured wind direction. The readings were taken during the sae sequences as J. Daily conventional snow-cover observations were also at the user's disposal. MA "Mattenwald" sheltered forest site at 98. Fro a cup aneoeter in ean wind signals were transitted by radio over a distance of 6 k the nstitute. This wind station onired rupture-zone conditions of a gully avalanche path of 28 steepness. DA "Davos" valley station at 56. Operated fro an open field near Davos lake and undisturbed by buildings, the eteorological centre offers the sae dataset as at crest position. Crest readings obtained using the instruents described above yield the ain wind direction and the doinant velocity features for winter conditions. Monthly ean values of 4-7 / s are typical. As shown qualitatively in Figure, where secral wind directions and ean wind speeds were plotted, the local pography deterines both direction and speed of wind at lower stations. A clear correlation could be found for wind direction between the peak station (J) and the valley plane (DA), as shown in Figure 2. The 435 hourly ean wind directions chosen randoly fro 26 periods between 4 January and March 988 indicate a arked diversion of the north-west winds at the crest the north-east in the valley ground. The other doinant wind direction is south-east at crest position, and winds blowing fro that direction were frequently pressed close the ain axes of the valley, although about 25% of all observations did not confor this pattern. ith forestsite observations no specific dependence of wind direction relative the other stations could be found. ind speeds at the two lower stations differ considerably fro those observed at the crest. This is indicated by the low correlation coefficients shown in Table. Only a few situations have been found in which north-east wind gusts penetrate the lightly covered larch site (MA) just below the treeline; soe 3 the south-east three open channels are regularly filled with windtransported snow. This indicates strong wind influence near that site and, fro wind readings, gives warning of places unsuitable for walkers and skiers. A second proble, which had also been noticed in previous winters, arises fro the different tie spans of the snow srs, which had different onsets and different intensities at the range of sites studied. TABLE. ND-SPEED OBSERVATONS N TE DAVOS AREA (435 h MEANS, RANDOMLY SELECTED FROM TE PEROD 4 JANUARY 988 TO MARC 988). FOR LOCAL SCALE STUATON SEE FGURE Site ind speed ean Std. dev. Max. a b speed r2 (/ s) (/ s) (/ s) J YF MA DA 7.94 = x = Yl Y = Ys a,b = linear regression coefficients, r2 Yi = ax + b, i =, 2, 3. correlation coefficient, 96

3 Meister Strong winds alld avalanche activity n winter, uch ore than in suertie when there is relatively well-undersod convectional behaviour, the valley winds are deterined by barrage pressure differences, frontal air streas, precipitation patterns, and air stratifications, which gether with the influence of the coplex Alpine terrain lead coplex wind-field patterns. Microscale wind field An attept was ade in winter find flow patterns around a sall hill, with h = 5-, just beside YF and soe 5 below the nstitute. Figure 3 shows the positions of the five cup aneoeters (P-PS) relative the hillp. The advantage of the nearby experiental plot and the sheltered huts ust be ephasized. Because of the risk of disturbance fro ski pistes, P3 could not be oved further the east and P was influenced, at least at the beginning of the winter, by the presence of the elongated hut. All aneoeters were ounted approxiately 2 above the snow-cover surface and therefore their arrangeent required periodical adjustent. One wind flag only was ounted at PS, but for the days analyzed here this disadvantage was not liiting because the in eans at the index wind positon PS showed representative behaviour. For gust analyses including turbulence spectra it would be of interest be able identify all five wind directions. Our observations show that the incoing air flow is deflected both sides of the hill and that the effects of flow separation were ore pronounced under neutral lapse rates with south-east winds than with winds fro other directions, whilst shed vortices also occurred in stabledensity stratification. n low wind conditions of <2 / s the air strea tended flow around the side of the hill and in these conditions PS easured the lowest ean wind speed of all. The scattergra for wind direction presented in Figure 4 indicates two ain secrs which are ost affected by the valley pography. The readings presented were randoly selected fro data for the period fro January March 988. Splitting the data set with respect the two ain wind secrs, soe basic results can be derived for ean values and statistical indices in Table. Speed-up on the line P-P5-P4 is practically the sae for each of the two ain wind directions and P2-P3 is perpendicular these directions. Taken as a whole, the ean ratios of the in readings reain ore-or-ess constant in the range of -3 altitude around gentle hills. ND VF 987/88 SCATTERGRAM ---,------r-----t-----'-----,------r-----t-----' 25!. ---,------r-----t-----'-----,------r-----t-----' 2 ""E.. ---,------r-----t-----'-----,------r-----t-----' 5 rl ',, ,--' a.. Ul ' , " t -, ,-. + DRECTON PS Fig. 4. Scattergra readings at PS randoly selected and March t "' , ++., (deg) of wind-direction and wind-speed (YF) with 4 x in readings fro data collected between January DRFT TRANSPORT The distribution of wind-blown snow in an air strea depends essentially on wind speed, snow-surface conditions, grain-size, air teperature, and huidity. Detailed theories on drifting separate tal drift rate in bed load and suspended load transport, the first containing the greater proportion of the transported ass (Schidt, 986). Applying the sae principles as are used for river suspended sedient transport (Kennedy, 988) or sand transport by winds (Bagnold, 956), the snow flux per unit width of strea ay be calculated using Zu Qs = f lzuz dz () zl where l z is the drift density at height z above surface and U z is the corresponding horizontal wind speed. The one-diensional diffusion equation yields (2) The index r is a reference height, u. is the the friction velocity, and k =.4 (von Karan constant). These equations, gether with a known profile of the vertical wind velocity coponent, would lead in a direct anner the tal transport. Probles arise with the lower integration height zl, which does not vanish near the ground for a logarithical wind profile, and also because vs' the ean fall velocity of suspended particles, is unknown and ust be estiated. Near the bed, ass transport occurs by creeping, rolling and saltating. The quasi-hydrostatic lift perpendicular the ean velocity direction causes a deforation of the strea lines just above the bed layer. Sall vortices are oved in a sinusoidal anner and see create conditions which then allow displaceent of single particles. The greatest iportance ust be attached the utual contact areas between neighbouring grains, since the snow-surface conditions for drift are deterined by those grains which can be oved freely without previously needing displace their neighbours. A fresh attept was ade during winter clarify the situation which arises during Alpine snowsrs, in particular with respect the significance of precipitation. During dry conditions, which at the chosen test field near eissfluhjoch occur ostly with south-east winds, drift ay be reduced bed-load transport, suspended particles higher than.5 above snow surface being rather rare. Coparison with the situation at an Alpine ridge crest (Schidt and others, 984) showed a bulged vertical ass-flux profile, with a axiu O.S-.S above the snow surface. Soe doubts were raised about the nature of the drift density in the.2 region of the drift closest the ground. n order especially exaine these lower levels, the whole installation with asts and equipent was oved YF eliinate the influence of flow separation at the sharp crest. P2 (Fig. 3) offers optial conditions for the oniring of all wind directions and speeds. n addition the five freely turnable Melior rocket tubes (inlet orifice F = 2 ) three glass funnels (F = 26 2 ) were ounted on a sall ast in order ove the down the level. A filter-fabric sock (F = 24 2 ) copleted the equipent. The results of 2 runs are presented in Table ll. Precipitation rate was estiated with the help of a heated precpitation gauge (Joss-Tognini type SM), a pluviograph and of an electronic snow-depth gauge at the nearby study site. Surface-snow density readings were perfored before or during the runs on the windward side, but always after the runs on the lee side. Drift transport, Q, in the lowest 5 above the terrain was estiated by the use of the Equations () and (2) for each run with stepwise profile integration, the lower liit zl chosen as Zo = roughness length, and the upper liit Zu chosen as S.O. The ost interesting observations ade during the exposure ties were No. 4 and 5 these sr events occurred with clear sky, 97

4 Meister Strong winds and avalanche activity TABLE. ND OBSER V A TONS AROUND A SMALL LL AT VERSUCSFELD (VF), DA VOS, 254 a.s.l. (4 RANDOMLY SELECTED Q in MEANS RECORDED FROM JANUARY TO MARC 988). FOR TOPOGRAPCAL STUATON SEE FGURE 3 File "E" (winds fro secr 45-24, nuber of observations 768) Site ind speed Std. dev. Max. a b r2 ean (/s) (/s) (/s) P P P P P DD P5 ( 3 ) (26 ) File "" (winds fro secrs -44 and 25-36, nuber of observations 642) Site ind speed Std. dev. Max. a b r2 ean (/s) (/s) (/ s) P P P P P DD P5 (286 ) (29 ) a,b linear regression coefficients, r2 = correlation coefficient, y = ax + b with x = speed P5 and y = speed Pi with i = TABLE ll. SNODRFT MEASUREMENTS AT VERSUCSFELD (VF) STE P2, NTER Run no. Date Start Dura- ind Air Precip- Surface snow Lowest Dr'ft Rearks tie tion DD FF tep. itation density gauge transport (P5) (P2) rate windward lee position Q ( in) (deg) (/s) (C) (/h) (kg/ s ) (kg/ s ) () (g/ s) Jan ski tracks (depth =. ) filled within 3 in 5 Jan gusts with u> 2 / s 5 Jan snow eroded during run 6 Jan ski tracks (depth =.5 ) filled within 2 in (visibility reduced) 6 Jan Jan constant wind direction 26 Jan Graupel 3 Jan Sastrugi with ean height =.7 3 Jan surface patterns filled within in Feb ski tracks (depth =.4 ) filled within 5 in Feb Feb no constant wind direction 5 Feb ski tracks (depth =.7 ) partly filled after run 6 Feb gust per in 7 Feb no sastrugi, little turbulence 9 Feb fluctuating wind direction 29 Feb soothed surface 29 Feb strong erosion, waved deposition patterns 8 Mar Mar fluctuating wind direction 98

5 E N l! E N l! Feb 988 RUN NR. ( tn) - -2 l a PRECPTATON RATE= - -F_ - 7 Feb 988 RUN NR. 5 ( 69 tn) U, /s AZM 42 deg TEMP- -6 QC. /h M MELLOR'S F FUNNEL S SOCK a s... F, M DRFT DENSTY n z (g/3) PRECPTATON \ " u,.- "- M r 'M " 8.3 /s AZM 3 deg TEMP- -9 QC RATE= 2.5 /h ELLOR'S F FUNNEL S SOCK - \r a '" i'f _c;,."'" '" -- s Meister Strollg willds alld avalanche activity No. 3 hardened snow surface, snow transport only in 25 gusts with speeds of ore than 2 / s, grain-type distribution ratio 8 at the level of.. No. 5 Fluffy, weak, new snow was easily erodable. nitiall y erosion was.2 at the ast but later sall sastrugi were filled and terrain becae soother again. Grain-type distribution at.5 = 8 2 ; at.38 = 5 5 ; at.2 = 5 4 (see Fig. 5b). No. 8 Erosion with hard sastrugi on windward side and greater than 5 on the lee side; deposition up. Figure 5 presents outstanding differences in density profiles in relation free-field precipitation rate. Pure drifting occurs at wind speeds of about 8 / s only in the first.5 above snow surface, but with precipitation there is an asyptic approach precipitation rate (Fahn, 98). Assuing a ean fall velocity of / s, the precipitation rate of 2.5 / h or 25 g/ 2 h is equivalent an undistu rbed drift flux of.7 g/ 2 s at ground level. Subtracting the drift transport originating fro freefield precipitation (Q ) fro the easured drift-transport rate (Qs) gives an pridication of the additional snowtransport rate, which ay also be verified by the snow redistribution around the hill. A representative equation for drift-transport rates has been used, and in Figure 6 all 2 drift-transport rates, Qre.t' obtained fro the readings of VF tests during the winter have been plotted, gether with data fro the 75 runs collected in previous winters ( ) at the crest position, and then copared with ean wind speed at a reference height chosen as 2. in order facilitate coparison with the two data sets. For crest readings, this coparison iplied a bulged profile type adaptation. The large scattering cannot be explained by inaccuracies in precipitation easureents alone, but is ore likely have resulted fro snow surface conditions such as snow density or sintering behaviour. SNO DEPOSTON AND REDSTRBUTON e ake th e assuption that all lifted aterial is deposited within a liited distance behind the crest or behind obstacles such as buildings or blocks. The ost iportant facr is the acceleration rate near the ground, represented by (3) -3-2 b - DRFT DENSTY n z (g/3) Fig. 5. Snow-drift densities, nz, as a function of height, z, above snow surface (a) south-east winds without precipitation, (b) north-west winds with ean precipitation rate of 2.5 /h. and erosion was as pronounced as at the test site (loss of.5 of tal snow depth between 8. and 2. h of 6 January 988). No. 7 preceded by a short shower with graupel 2-3 in size; this is rare in wintertie. No. 8 ost snow transport ok place during 2 gusts with wind speed greater than 5 / s, flux was only oderate between gusts. No. 9 estiated ass ratios of crystal types (new large crystals felt-like grains rounded grains) was 3 at the.2 level and 2 at the.3 level. No. at the.5 level sall rounded fragents approxiately.2 in diaeter were doinant. Sooth surface and erosion fro weak, unsettled, newly fallen snow. No. lower wind speed and hard windward snow produced less snow transport than previous run, but bed load in lowest.8 was higher (see Fig. 5a). No. 2 turbulence in wind direction was very pronounced; unstable conditions diinished trap efficiency. 3 F -" r- f- le f- > 2 E +' " ) L- a w a rr rr a. '3 Ul z a rr - a(x) du(x)/ dt 2 3! ;f 2 2. t ili. a 3 El 5 5 MEAN NDSPEED U,. (/s) (4) 2 25 Fig. 6. Drift transport rate, Qre't' in lowest 5 above snow surface as a function of ean reference wind speed, U r. Nubers indicate integers of corresponding precipitation rates (/ h). 99

6 Meister Strollg willds and avalallche activity with u(x) adapted fro a potential flow odel (Fohn and Meister, 983). n a drift flow, erosion or resuspension occurs when a(x) < and deposition when a(x) > O. Threshold wind speed for transport of snow is deterined priarily by the degree of cohesive bonding (Schidt, 98). All aterial pass ing the crest line as additional load, Qrest' will be deposited at a distance which will be deterined by terrain roughness, aspect, and wind velocity. elzenbach (93) has di stingui shed two cornice types in relation speed and kineatic viscosity of the air. e has entioned a press ure-influ e nced type, in which grains adhere at the windward site, and a rolling type in which particl es deposited in a static sec tion are afterwards roll ed gether as an enseble. t is th e second type of cornice or snow accuulation that is of interest us. Around sall two-diensional obstacles, Tabler (975) was able obtain good results with a stepwise calculation of the developent of an equilibriu snow profile. This odel has bee n tes ted in Alpine terrain, but has the proble that one of th e os t iportant unknown paraeters is the se ttleent of the relatively loose wind-blown snow. Over sharp-edg ed borders along roadsides one can observe the typical depo si tion features which adjust the strealine direction during the drift process. The upper borde r of the ixing zone le ngthen s the forward-lying te rrain; sall crevasses can be fill ed in this anner, but with th e low viscosity of th e deposi ted snow the snow ass se ttles and strealine equilibrati on u st begin again in the next sr. At the beginning of winter, sall terrain irregularities are filled during the first srs and for these al so a settleent effect has be taken in account. ind-hardened slabs usuall y have high viscosities (Meister, 985), so that loose la ye rs below will se ttle ore easily due radiati o n effects. This is a situation which can lead additional stre sses. Surveying snow dep th around ridge slopes (Fohn and Meister, 983) has helped ak e it poss ible easure the tal snow transport in windy periods. The relevant equation is (5) was in the range of -2. Snow-depth distributions at VF for 3 March 988 have been plotted on Figure 3. Unshaded areas indicate regions with a snow depth of 2-3 ; the reference level (S VF) was 2.94 for that day. Areas with less snow (-2 and - ) are shaded parallel the abscissa and areas with ore snow shaded (2-3, 3-4, 4-5 ) are at right-angles it. Although the ean wind vecr aounts only.2 / s, accuulation areas are situated in the south-east of the hill and erosion zones lie the west. t is deduced that the greatest catch of drifting snow ust occur in periods with precipitation. The data relating deposition zones point flow separation by shed vortices. The question arises whether there are soe doinant terrain zones on which snow accuulation happens in a siilar anner each winter. The tal input ass of snow plays an iportant role; it can range fro 4 5 of water equivalent at an altitude of 25. ind regies al so vary fro winter winter. Sall troughs are usually filled during the first sr as are lee slope and cornice accuulations above about 2. This can be observed in springtie with ablation features. A V ALANCE ACTVTY The influence of snow transport on avalanche activity has be considered fro two different aspects (a) teperature-gradient snow etaorphis depends ainly on tal snow depth, and thus it differs between places with heaped snow and those with swept hups; (b) surplus stresses in rupture zones are due ainly wind-transported snow asses. The ost critical situations for windde pendent avalanche occurrences are during and in the 24 h following srs. The build-up phase of accuulation in cobination with precipitation and drift is of ajor iportance. A dangerous track in the Davos area is Salezer Tobel, situated just west of Davos lake (Fig. ). Using data fro the ten ost iportant events in the past years at that path, which are presented in Table V and Figure 7, the soothing effects were estiated by Equation (6), in relation avalanche length and snow-depth increents (L'l ) in the adjacent precipitation period, after taking account of the ass (L'M) of the wind-transported snow. Avalanche width and gully effect were also paraeterized. The readings at the valley station (L'l DA) ake no sense. The avalanche event occurred- in spring, when the whole snow-pack was weakened because of its oisture. The unusual avalanche at 28 March 988 was triggered by explosives after evacuating people in exposed buildings. According the snow-depth increents, the rupture height aounted ore than.5 but the avalanche, which did not start in the upperost zone, had a relatively short tal length because of wet snow in the run-out zone. The question arises as whether that sae avalanche would naturally have started soe hours later. which showed that the snow ass transported the leeside in a given tie equals half the difference between the increent of water equivalent (in ) on the lee slope (L'l l) and the windward slope (L'l w). The equation holds only if the ridge syste as a whole catches the sae tal ass as a reference plot in the sae vicinity. Earlier surveys have helped investigars explore the additional deposition the leeside of alpine ridges. Additional deposition is equivalent drift transport, Qrest' and deposition length depends on slope angle, wind speed and drift density. Dyunin and Kotlyakov (98) have presented a snow-sr loading and tal solid discharge of drifting snow which, according their observations, grows with the third power of wind speed. ith a refineent related precipitation rate, Pr ( / h), ean wind speed at reference height U r (/s), and threshold wind speed vtr ( /s ), we get a ass of wind-transported snow L'M lee slopes of CONCLUSONS Threshold wind speed, vtr ' is found be 5 / so The reliability of this equation was tested with winter readings fro ; the best agreeent was found after splitting wind direction in two ain secrs (north-west and south-east), and obtaining ean wind speeds for tj = 8 h. This was found by power-spectru analysis give a first-order peak in energy exchange (Meister, 987). For winter , Equation (6) underestiated additional snow load at the leeward point, P4, shown in Figure 3 by a facr of 2.8. At that site, situated soe 4 the lee of the sall hill, a tal water-equivalent of 52 accuulated in the period up 3 March 988. Starting with the onset of snow on Noveber 987, the experiental plot (VF) showed 824 ; calculation using Equation (6) gives a tal for wind-blown additional surplus snow of 6 for eastward facing slopes; ean depletion distance of wind-transported snow at ridge crests These studies have been exclusively concerned with the Davos area, yet for practical purposes conclusions ay be drawn which apply equally for different ountain regions. ith the observed large differences of ridge crest and valley winds on a local scale, no application of diagnostic odelling as reported elswhere (Tesche, in press) can at the oent be recoended for Alpine pography. More eteorological analyses are necessary. Drift transport sets in at a threshold wind speed of 4-5 /s, but depends on turbulent fluctuation in the near-surface air and on the density of the upperost snow layer. Density profiles of wind-transported snow in the lowest 5 above a level snow surface show that ost load is ebedded in the lowest.5 above terrain. ith precipitation, the density adjusts the free-field rate above 5, but vanishes above -2 without precptation. Deposition patterns of snow are predoinantly conditioned by terrain irregularities. The settleent of the tal snow depth prevents an adjustent equilibriu conditions. To iprove rupture-height evalution in potential avalanche zones, a siple odel 2

7 Meiste,. SLrong winds and avalanche activity TABLE V. SALEZERTOBEL, DAVOS MOST MPORTANT AVALANCE EVENTS N TE NTERS Date Adjacent Length idth Spping s' Trigger ls VF l VF l DA lm - period L B level ethod (d) () () ( a.s.l.) () () () () () 3 Mar natural Apr natural lan 8 6 7? natural Dec 8 4 6? 57 5 natural Jan natural Feb natural Feb natural Mar natural Mar natural Mar explosive Adjacent period = length of previous precipitation period. s' = avalanche run-out distance; data fro F()hn and Meister (982). e 3 < U - Z s w 2ee 5 lee * - VF + o - VF - - DA t U t* t v, (') ('),... N "-*lt "; er u z '' vo "- - - r - l- Q. 5 - w - C5-3 Z (/) CD - 't,t "- u, o o OBSERVED AVALANCE LENGT L () Fig. 7. Salezer Tobel avalanche path. Total avalanche length, L, of axiu events for winters shown in relation snow-depth increents ( ) of the adjacent precipitation periods. l J)A is accuulated water equivalent of new snow at the site Davos (56 ); l_yf is accuulated water equivalent of new snow at VF (254 ); lm is accuulated additional drift of new snow as calculated using Equation (6). brings additional snow loads leeward areas. ind speed, divided in three 8 h periods per day, ain wind secrs, and precipitation rates refine the odel input. For the purposes of iproving forecasting ethods valley readings of wind speed and snow depths are unsuitable data, but the best results were gained with crest wind easureents and snow-depth readings in sheltered places near the avalanche rupture zones. ACKNOLEDGEMENTS This work was part of project No. at FSAR, sub-titled "Snow transport". The author wishes thank all ebers of the nstitute for helpful support either in field capaigns or in evaluation work. Special thanks go Direcr laccard for revising the text, P. eilenann who provided coputer software, and E. ug for secretarial work. REFERENCES Bagnold, R.A The flow of cohesion less grain in fluids. Philos. Trans. R. Soc. London, Ser. A, 249, Budd,.F.,.R.. Dingle and U. Radok The Byrd Snow Drift Project outline and basic results. n Rubin, M.., ed. Studies in Antarctic eteorology. ashingn, DC, Aerican Geophysical Union, (Antarct. Res. Ser. 9.) Dyunin, A.K. and V.M. Kotlyakov. 98. Redistribution of snow in the ountains under the effect of heavy snow-srs. Cold Reg. Sci. Technol., 3(4), F()hn, P.M.B. 98. Snow transport over ountain crests. J. Glacial., 26(94), F()hn, P.M.B. and R. Meister Deterination of avalanche agnitude and frequency by direct observation and/or with the aid of indirect snowcover data. Beitr. ildbachersions- und Lawinen-forsch. Mill. Forstl. BUlldes-Ve,.suchsansl. ien, 44, ' f()hn, P.M.B. and R. Meister Distribution of snow drifts on ridge slopes easureents and theoretical approxiations. Ann. Glacial., 4, Kennedy,.F Coputation of river suspendedsedient discharge revisited. Schweizer ingenieur und Architekt, 6(6), Meister, R Density of new snow and its dependence on air teperature and wind. Ziircher Geog,.. Schr., Meister, R ind systes and snow transport in Alpine pography. nternational Association of ydrological Sciences Publicatioll 62 (Syposiu at Davos 986 Avalanche Foratioll. Moveent alld Effects), Quervain, M. de and R. Meister years of snow profiles on the eissfluhjoch and relations the surrounding avalanche actvty (9336/ / 86). nternational Association of ydrological Sciences Publication 62 (Syposiu at Davos Avalanche Foralion. Moveent and Ef/ects), 6-8. Schidt, R.A. 98. Threshold wind-speeds and elastic ipact in snow transport.. Glacial., 26(94), Schidt, R.A Transport rate of drifting snow and the ean wind speed profile. Boundary-Laye,. Met eo,.ol., 34(3), Schidt, R.A., R. Meister and. Gubler Coparison of snow drifting easureents at an Alpine ridge crest. Cold Reg. Sci. Technol., 9(2), 3-4. Tabler, R.D Predicting profiles of snowdrifts in pographic catchents. Proc. est. Snow Call/., 43, Tesche, T.. n press. Nuerical siulation of snow transport, deposition and redistribution. p,.oc. est. SnolV Coni. elzenbach,. 93. Untersuchungen iiber die Stratigraphie der Schneeablagerungen und die Mechanik der Schneebewegungen nebst Schlussfolgerungen auf die Methode der Verbauung. iss. Vera//. Dtsch. Osterr. Alpenvereins, 9. 2

Wave Force on Coastal Dike due to Tsunami

Wave Force on Coastal Dike due to Tsunami Wave Force on Coastal Dike due to Tsunai by Fuinori Kato 1, Shigeki Inagaki 2 and Masaya Fukuhaa 3 ABSTRACT This paper presents results of large-scale experients on wave force due to tsunai. A odel of

More information

An improvement in calculation method for apparel assembly line balancing

An improvement in calculation method for apparel assembly line balancing Indian Journal of Fibre & Textile Research Vol.38, Septeber 2013, pp 259-264 An iproveent in calculation ethod for apparel assebly line balancing F Khosravi 1, a, A H Sadeghi 1 & F Jolai 2 1 Textile Departent,

More information

DS/EN DK NA:2015

DS/EN DK NA:2015 National Annex to Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions Foreword This national annex (NA) is a reision of DS/EN 1991-1-4 DK NA:010-03 and addendu 1 of 010-03-30,

More information

Recommendations on Two Acceleration Measurements with Low Strain Integrity Test

Recommendations on Two Acceleration Measurements with Low Strain Integrity Test Recoendations on Two Acceleration Measureents with Low Strain Integrity Test Liqun Liang, PhD., P.E., 1 Scott Webster, P.E., 2 and Marty Bixler, P.E. 3 1 Pile Dynaics Inc., 3725 Aurora Rd, Cleveland, Ohio

More information

MODELLING THE EFFECTS OF PEDESTRIANS ON INTERSECTION CAPACITY AND DELAY WITH ACTUATED SIGNAL CONTROL

MODELLING THE EFFECTS OF PEDESTRIANS ON INTERSECTION CAPACITY AND DELAY WITH ACTUATED SIGNAL CONTROL MODELLING THE EFFECTS OF PEDESTRIANS ON INTERSECTION CAPACITY AND DELAY WITH ACTUATED SIGNAL CONTROL ABSTRACT Zong Tian, Ph.D., P.E. Feng Xu, Graduate Assistant Departent of Civil and Environental Engineering

More information

The Handtmann Armaturenfabrik. Safety without compromise. Safety valves for liquids, gases, and steam

The Handtmann Armaturenfabrik. Safety without compromise. Safety valves for liquids, gases, and steam The Handtann Araturenfabrik Safety without coproise for liquids, gases, and stea f Safety Valves FoodSafe Tradition Meets Innovation fro Handtann are first choice for hygienically sensitive product areas

More information

Race car damping 2. Fig-1 quarter car model.

Race car damping 2. Fig-1 quarter car model. Race car daping A nuber of issues ago I wrote an article on exploring approaches to specify a race car daper. This article is the second in that series and we shall be following on fro where we left off.

More information

A parametric study of an offshore concrete pile under combined loading conditions using finite element method

A parametric study of an offshore concrete pile under combined loading conditions using finite element method 32 A paraetric stud of an offshore concrete pile under cobined loading conditions using finite eleent ethod J.A. Eicher, H. Guan 1 and D. S. Jeng School of Engineering, Griffith Universit Gold Coast Capus,

More information

Fish Habitat Design, Operation and Reclamation Worksheets for

Fish Habitat Design, Operation and Reclamation Worksheets for Fish Habitat Design, Operation and Reclaation Worksheets for Appendix A Project Location Worksheet Applicant Nae: Strea Nae: Watershed Nae: Fish Habitat Suitability Classification Water Quality Zone Operation

More information

IMPROVED SPECTRAL WAVE MODELLING OF WHITE-CAPPING DISSIPATION IN SWELL SEA SYSTEMS

IMPROVED SPECTRAL WAVE MODELLING OF WHITE-CAPPING DISSIPATION IN SWELL SEA SYSTEMS Proceedings of OMAE 2004: 23rd International Conference on Offshore Mechanics and Arctic Engineering 20-25 June 2004, Vancouver, Canada OMAE2004-51562 IMPROVED SPECTRAL WAVE MODELLING OF WHITE-CAPPING

More information

Projectile Motion Lab (2019)

Projectile Motion Lab (2019) Nae: Date: Partner(s): Period: Projectile Motion Lab (2019) Object: Measure the velocity of a ball using two Photogates and coputer software for tiing. Apply concepts fro two-diensional kineatics to predict

More information

Ripple Tank: Instruction Manual

Ripple Tank: Instruction Manual Ripple Tank: Instruction Manual The Ripple Tank coprises the following individual parts: Assebly of the ripple tank: Water Tank.......1pcs Detachable legs....3pcs Angular holders.......2pcs Plate fitting...1pcs

More information

Unit Activity Answer Sheet

Unit Activity Answer Sheet Geoetry Unit Activity Answer Sheet Unit: Extending to Three Diensions This Unit Activity will help you eet these educational goals: Matheatical Practices You will use atheatics to odel real-world situations.

More information

Brian P. Casaday and J. C. Vanderhoff Brigham Young University, Provo, Utah

Brian P. Casaday and J. C. Vanderhoff Brigham Young University, Provo, Utah P. SIMLATIOS OF ITERAL WAVES APPROACHIG A CRITICAL LEVEL Brian P. Casaday and J. C. Vanderhoff Brigha Young niversity, Provo, tah. BACKGROD Internal gravity waves exist abundantly in our world in stably-stratified

More information

Fish Farm Consent Modelling. Poll na Gille

Fish Farm Consent Modelling. Poll na Gille Poll na Gille February 2014 Report Written by Environental Manager Marine Harvest Scotland Fars Office Blar Mhor Industrial Estate Fort Willia, PH33 7PT Tel: + 44(0)1397 70 1550 Fax: + 44(0)1397 70 1174

More information

Avalanche Problem Essentials Wind Slabs. Development

Avalanche Problem Essentials Wind Slabs. Development 1 Avalanche Problem Essentials Wind Slabs This document is part of Decision Making in Avalanche Terrain: a fieldbook for winter backcountry users by Pascal Haegeli, Roger Atkins and Karl Klassen and provides

More information

Numerical simulation on fluctuation in wellhead pressure of geothermal well

Numerical simulation on fluctuation in wellhead pressure of geothermal well Wellhead pressure (MPa) PROCEEDINGS, Thirty-Ninth Workshop on Geotheral Reservoir Engineering Stanford University, Stanford, California, February 4-6, 014 SGP-TR-0 Nuerical siulation on fluctuation in

More information

EROSION AND ACCRETION ON CURVED BEACH

EROSION AND ACCRETION ON CURVED BEACH EROSION AND ACCRETION ON CURVED BEACH Kideok Do 1, Nobuhisa Kobayashi 2 and Kyung-Duck Suh 3 The perforance of a large nourishent project on Bethany Beach, Delaware is evaluated using available beach profile,

More information

Integration of Lean Approaches to Manage a Manual Assembly System

Integration of Lean Approaches to Manage a Manual Assembly System Open Journal of Social Sciences, 204, 2, 226-23 Published Online Septeber 204 in SciRes. http://www.scirp.org/journal/jss http://dx.doi.org/0.4236/jss.204.29038 Integration of Lean Approaches to Manage

More information

RELATIONS BETWEEN CENTRIFUGAL BASKET DESIGNS AND MASSECUITE CHARACTERISTICS

RELATIONS BETWEEN CENTRIFUGAL BASKET DESIGNS AND MASSECUITE CHARACTERISTICS Proceedings of The South African Sugar Technologists' Association - April 1967 79 RELATIONS BETWEEN CENTRIFUGAL BASKET DESIGNS AND MASSECUITE CHARACTERISTICS by Dr. HELMUT EICHHORN Salzgitter Maschinen

More information

A Numerical Prediction of Wash Wave and Wave Resistance of High Speed Displacement Ships in Deep and Shallow Water

A Numerical Prediction of Wash Wave and Wave Resistance of High Speed Displacement Ships in Deep and Shallow Water การประช มว ชาการเคร อข ายว ศวกรรมเคร องกลแห งประเทศไทยคร งท 18 18- ต ลาคม 547 จ งหว ดขอนแก น A Nuerical Prediction of Wash Wave and Wave Resistance of High Speed Displaceent Ships in Deep and Shallow Water

More information

Estimation of the Effect of Cadence on Gait Stability in Young and Elderly People using Approximate Entropy Technique

Estimation of the Effect of Cadence on Gait Stability in Young and Elderly People using Approximate Entropy Technique MEASUREMENT SCIENCE REVIEW, Volue 4, Section 2, 4 Estiation of the Effect of Cadence on Gait Stability in Young and Elderly People using Approxiate Entropy Technique M. Arif *, Y. Ohtaki **, R. Nagatoi

More information

Factors determining the decrease in surface wind speed following the evening transition

Factors determining the decrease in surface wind speed following the evening transition Q. J. R. Meteorol. Soc. (2003), 129, pp. 1945 1968 doi: 10.1256/qj.02.163 Factors deterining the decrease in surface wind speed following the evening transition By A. LAPWORTH Met Of ce, Cardington, UK

More information

NUMERICAL STUDY OF WAVE-CURRENT INTERACTION USING HIGH RESOLUTION COUPLED MODEL IN THE KUROSHIO REGION

NUMERICAL STUDY OF WAVE-CURRENT INTERACTION USING HIGH RESOLUTION COUPLED MODEL IN THE KUROSHIO REGION NUMERICAL STUDY OF WAVE-CURRENT INTERACTION USING HIGH RESOLUTION COUPLED MODEL IN THE KUROSHIO REGION Hitoshi TAMURA Frontier Research Center for Global Change/JAMSTEC 373- Showaachi, Kanazawa-ku, Yokohaa,

More information

C6Hi (g) 6 H2O + 6 C02(g) + energy

C6Hi (g) 6 H2O + 6 C02(g) + energy Experient Cell Respiration 110 Cell respiration refers to the process of converting the cheical energy of organic olecules into a for iediately usable by organiss. Glucose ay be oxidized copletely if sufficient

More information

On Runway Capacity and Wake Vortex Safe Separation Distance (SSD)

On Runway Capacity and Wake Vortex Safe Separation Distance (SSD) On Runway Capacity and Wake Vortex Safe Separation Distance (SSD) L.M.B.C. Capos CCTAE (Center for Aeronautical and Space Science and Tecnology), Instituto Superior Tecnico, Lisbon Technnical University.

More information

Local Winds & Microclimates. Unit 2- Module 1

Local Winds & Microclimates. Unit 2- Module 1 Local Winds & Microclimates Unit 2- Module 1 Objectives Overview of local winds (sea & land breezes, valley winds) Overview of microclimates (valley, urban, woodland) Local Winds Local Winds Local winds

More information

12/14/2015 Idaho Bald Mountain Sidecountry Published by Scott Savage, SAC

12/14/2015 Idaho Bald Mountain Sidecountry Published by Scott Savage, SAC Location: Place Christmas Eve, Bald Mountain Sidecountry State Idaho Date 12/14/2015 Time 1135 Summary 1 skier partially buried and injured due to striking trees Number: Caught 1 Fully Buried 0 Injured

More information

AN OPTIMIZATION MODEL AND ALGORITHM OF STUDENTS' PHYSICAL FITNESS TEST SEQUENCE

AN OPTIMIZATION MODEL AND ALGORITHM OF STUDENTS' PHYSICAL FITNESS TEST SEQUENCE 28 th February 203. Vol. 48 3 2005-203 JATIT & LLS. All rights reserved. ISSN: 992-8645 www.jatit.org E-ISSN: 87-395 AN OPTIMIZATION MODEL AND ALGORITHM OF STUDENTS' PHYSICAL FITNESS TEST SEQUENCE JINSONG

More information

Name: Answer Key Date: Regents Physics. Waves

Name: Answer Key Date: Regents Physics. Waves Nae: Answer Key Date: Regents Physics Test # 13 Review Waves 1. Use GUESS ethod and indicate all vector directions. 2. Ters to know: echanical wave, transverse wave, longitudinal wave, surace wave, electroagnetic

More information

100gk Abseil Position Drop Test Dates: 21 st & 22 nd May 2012 Venue: Gridins Training Centre, Lithuania

100gk Abseil Position Drop Test Dates: 21 st & 22 nd May 2012 Venue: Gridins Training Centre, Lithuania 100gk Abseil Position Drop Test Dates: 21 st & 22 nd May 2012 Venue: Gridins Training Centre, Lithuania Testers: C Parkin - Auditor/Assessor, Arturas Vengalis - L3 Training Manager Gridins) V Toas Daugintis

More information

The water outgassing rate of internal surfaces of vacuum systems

The water outgassing rate of internal surfaces of vacuum systems Journal of Physics: Conference Series PAPER OPEN ACCESS The water outgassing rate of internal surfaces of vacuu systes Recent citations - Soe probles of the vacuu technique developent L N Rozanov and A

More information

Dewpoint Internal Gas Pressure and Chemical Composition of the Gas Within the Free Volume of DWPF Canistered Waste Forms (U)

Dewpoint Internal Gas Pressure and Chemical Composition of the Gas Within the Free Volume of DWPF Canistered Waste Forms (U) a WSRCMS960244 OOdF 940804(cg Dewpoint Internal Gas Pressure and Cheical Coposition of the Gas Within the Free Volue of DWPF Canistered Waste Fors (U) by J R Harbour Westinghouse Savannah River Copany

More information

Observed Roughness Lengths for Momentum and Temperature on a Melting Glacier Surface

Observed Roughness Lengths for Momentum and Temperature on a Melting Glacier Surface 5 Observed Roughness Lengths for Momentum and Temperature on a Melting Glacier Surface The roughness lengths for momentum and temperature are calculated on a melting glacier surface. Data from a five level

More information

S L G. Chapter 12: The Behavior of Gases. I. First Concepts a. The 3 states of matter most important to us: solids, liquids, and gases.

S L G. Chapter 12: The Behavior of Gases. I. First Concepts a. The 3 states of matter most important to us: solids, liquids, and gases. Chapter : he ehaior of Gases I. First Concepts a. he 3 states of atter ost iportant to us: solids, liquids, and gases. S L G b. Real Gases and Ideal Gases i. Real gases exist, ideal gases do not ii. Under

More information

[2005] IEEE. Reprinted, with permission, from [Wang, S.W. Su, B.G. Celler, and A.V. Savkin, Modeling of a Gas Concentration Measurement System,

[2005] IEEE. Reprinted, with permission, from [Wang, S.W. Su, B.G. Celler, and A.V. Savkin, Modeling of a Gas Concentration Measurement System, [2005] IEEE. Reprted, with perission, ro [Wang, S.W. Su, B.G. Celler, and A.V. Savk, Modelg o a Gas Concentration Measureent Syste, Engeerg Medice and Biology Society, 2005. IEEE-EMBS 2005. 27th Annual

More information

Liquid Holdup in Geothermal Wells

Liquid Holdup in Geothermal Wells Proceedings World Geotheral Congress 005 Antalya, Turkey, 4-9 April 005 Liquid Holdup in Geotheral Wells Sabodh K. Garg, John W. Pritchett, and Jaes H. Alexander Science Applications International Corporation

More information

Lecturer at Hydraulic Engineering, Vietnam Maritime university Address, Haiphong, Vietnam 2

Lecturer at Hydraulic Engineering, Vietnam Maritime university Address, Haiphong, Vietnam 2 OVERTOPPING FOR RUBBLE MOUND BREAKWATER ARMOURED WITH THE NEW BLOCK RAKUNAIV Le Thi Huong Giang 1, Thieu Quang Tuan 2, Pha Van Trung 3 1,3 Lecturer at Hydraulic Engineering, Vietna Maritie university Address,

More information

Effect of Surface Morphing on the Wake Structure and Performance of Pitching-rolling Plates

Effect of Surface Morphing on the Wake Structure and Performance of Pitching-rolling Plates Effect of Surface Morphing on the Wake Structure and Perforance of Pitching-rolling Plates Yan Ren 1, Geng Liu 2 and Haibo Dong 3 Departent of Mechanical & Aerospace Engineering University of Virginia,

More information

PGF. Pressure Gradient. Wind is horizontal movement of the air or other word air in motion. Forces affecting winds 2/14/2017

PGF. Pressure Gradient. Wind is horizontal movement of the air or other word air in motion. Forces affecting winds 2/14/2017 Winds Wind is horizontal movement of the air or other word air in motion. Forces affecting winds 1. Pressure gradient force a. High pressure flows to low pressure b. Pressure gradient = difference in pressure

More information

An Indian Journal FULL PAPER ABSTRACT KEYWORDS. Trade Science Inc.

An Indian Journal FULL PAPER ABSTRACT KEYWORDS. Trade Science Inc. [Type text] [Type text] [Type text] ISSN : 0974-7435 Volue 10 Issue 24 BioTechnology 2014 An Indian Journal FULL PAPER BTAIJ, 10(24), 2014 [15430-15434] Mechanical analysis of tennis racket and ball during

More information

Stable bipedal walking with a swing-leg protraction strategy

Stable bipedal walking with a swing-leg protraction strategy To cite this article: Bhounsule, Pranav A., and Zaani, Ali. Stable bipedal walking with a swing-leg protraction strategy. Journal of Bioechanics 51 (017): 13-17. Stable bipedal walking with a swing-leg

More information

Buletinul Ştiinţific al Universităţii "POLITEHNICA" din Timişoara Seria HIDROTEHNICA TRANSACTIONS on HYDROTECHNICS

Buletinul Ştiinţific al Universităţii POLITEHNICA din Timişoara Seria HIDROTEHNICA TRANSACTIONS on HYDROTECHNICS Buletinul Ştiinţific al Universităţii "POLITEHNICA" din Tiişoara Seria HIDROTEHNICA TRANSACTIONS on HYDROTECHNICS To 55(69), Fascicola, 010 Experiental Stand for the Study of Unsteady Water Flow through

More information

Loose Dry Avalanches

Loose Dry Avalanches Loose Dry Avalanches Introduction Loose dry avalanches are usually confined to surface layers, and therefore are often small. They contain loose cohesion less dry powdery snow. They start from a point

More information

Wind Regimes 1. 1 Wind Regimes

Wind Regimes 1. 1 Wind Regimes Wind Regimes 1 1 Wind Regimes The proper design of a wind turbine for a site requires an accurate characterization of the wind at the site where it will operate. This requires an understanding of the sources

More information

Simulating Method of Ship s Turning-basins Designing

Simulating Method of Ship s Turning-basins Designing International Journal on Marine Navigation and Safety of Sea Transportation Volue 5 Nuber 2 June 2011 Siulating Method of Ship s Turning-basins Designing J. Kornacki Szczecin Maritie University, Szczecin,

More information

TRAILED SPRAYERS RPS SERIES

TRAILED SPRAYERS RPS SERIES TRAILED SPRAYERS RPS SERIES The outstanding quality of the new series of trailed sprayers fro Lochann Plantatec is the result of over fifty years of practical experience, the application of state-of-the-art

More information

ABS lifting unit 2,3 kn

ABS lifting unit 2,3 kn 1 597 0533 GB 04.2014 en Installation and Operating Instructions Translation fro original instruction www.sulzer.co Installation and Operating Instructions for (for DL6151113) 2 Sulzer reserves the right

More information

Near Miss Avalanche Incident Jan 3 rd, 2014

Near Miss Avalanche Incident Jan 3 rd, 2014 Near Miss Avalanche Incident Jan 3 rd, 2014 Location: Turnagain Pass Tincan mountain - Lower CFR, West aspect Summary Tincan avalanche, dog fully buried, presumed dead January 3rd, 2014 2:50pm HS-AO-D2.5-R2.5-O/G

More information

The total precipitation (P) is determined by the average rainfall rate (R) and the duration (D),

The total precipitation (P) is determined by the average rainfall rate (R) and the duration (D), Orographic precipitation Common ingredients of heavy orographic precipitation The total precipitation (P) is determined by the average rainfall rate (R) and the duration (D), P = RD. (1) The rainfall rate

More information

Preventive Strike vs. False Targets in Defense Strategy

Preventive Strike vs. False Targets in Defense Strategy International Journal of Perforability Engineering Vol. 8, No., July, pp. -. RAMS Consultants Printed in India Preventive Strike vs. False Targets in Defense Strategy GREGORY LEVITIN and KJELL HAUSKEN.

More information

Limits of Wave Runup and Corresponding Beach- Profile Change from Large-Scale Laboratory Data

Limits of Wave Runup and Corresponding Beach- Profile Change from Large-Scale Laboratory Data University of South Florida Scholar Coons Geology Faculty Publications Geology 1-21 Liits of Wave Runup and Corresponding Beach- Profile Change fro Large-Scale Laboratory Data Tiffany M. Roberts University

More information

CARPET BOWLING m

CARPET BOWLING m Rules of the Gaes Carpet Bowling CARPET BOWLING 1. These rules, as published by R.W. Hensall & Sons Ltd. of Victoria, Australia, shall be considered the official rules for the Alberta 55 Plus Gaes and

More information

Colorado Mountain Club Youth Education Program

Colorado Mountain Club Youth Education Program This avalanche awareness curriculum was produced to create a partnership between the Conservation Department of the Colorado Mountain Club s Backcountry Snowsports Initiative and as well as the 10 th Mountain

More information

6.6 Gradually Varied Flow

6.6 Gradually Varied Flow 6.6 Gradually Varied Flow Non-uniform flow is a flow for which the depth of flow is varied. This varied flow can be either Gradually varied flow (GVF) or Rapidly varied flow (RVF). uch situations occur

More information

The Environmental Impact of Skiing on Mont Lozère (IB Diploma Option G)

The Environmental Impact of Skiing on Mont Lozère (IB Diploma Option G) The Environental Ipact of Skiing on Mont Lozère (IB Diploa Option G) Discover Ltd. Tibers, Oxted Road, Godstone, Surrey. RH9 8AD www.discover.ltd.uk Discover Ltd 2009 1 The Environental Ipact Of Skiing

More information

Lecture 7. More on BL wind profiles and turbulent eddy structures. In this lecture

Lecture 7. More on BL wind profiles and turbulent eddy structures. In this lecture Lecture 7. More on BL wind profiles and turbulent eddy structures In this lecture Stability and baroclinicity effects on PBL wind and temperature profiles Large-eddy structures and entrainment in shear-driven

More information

Basics of Flow measurement using Hot-film anemometer

Basics of Flow measurement using Hot-film anemometer Basics of Flow easureent using Hot-fil aneoeter Version 1.0 1/9 Inhaltsverzeichnis: 1. Definitions 1.1. Air Velocity 1.2. Aount (of Gas) 1.. Flow 1..1. Mass flow rate 1..2. Voluetric flow rate 1... Standard

More information

Report on inclining test and light ship survey

Report on inclining test and light ship survey Report 79 Report on inclining test and light ship survey Nae of ship (Yard no. and yard): Signal letters: Carried out, place and date: Suary of results: Light ship weight: tonnes Vertical centre of gravity,

More information

Weight Optimization and Finite Element Analysis of Pressure Vessel Due to Thickness

Weight Optimization and Finite Element Analysis of Pressure Vessel Due to Thickness 2017 IJSRSET Volue 3 Issue 2 Print ISSN: 2395-1990 Online ISSN : 2394-4099 Theed Section: Engineering and Technology Weight Optiization and Finite Eleent Analysis of Pressure Vessel Due to Thickness Rashi

More information

EVALUATING THE STUFFBLOCK AND TILT BOARD SNOWPACK STABILITY TESTS AS SNOW AVALANCHE FORECASTING TOOLS

EVALUATING THE STUFFBLOCK AND TILT BOARD SNOWPACK STABILITY TESTS AS SNOW AVALANCHE FORECASTING TOOLS EVALUATING THE STUFFBLOCK AND TILT BOARD SNOWPACK STABILITY TESTS AS SNOW AVALANCHE FORECASTING TOOLS Peter Carter 1,2, Matt Heavner 1, and Eran Hood 1 1 Environmental Science Program, University of Alaska

More information

Guide to Target Archery Rounds, Scoring, Handicaps and Classifications

Guide to Target Archery Rounds, Scoring, Handicaps and Classifications Guide to Target Archery Rounds, Scoring, Handicaps and Classifications Produced by Malcol North (Herts Group of Archery Coaches) Page 1 of 11 Contents 1Target Archery Rounds...3 1.1Iperial Outdoor Rounds...3

More information

Mountain Forced Flows

Mountain Forced Flows Mountain Forced Flows Jeremy A. Gibbs University of Oklahoma gibbz@ou.edu February 3, 2015 1 / 45 Overview Orographic Precipitation Common Ingredients of Heavy Orographic Precipitation Formation and Enhancement

More information

Linear Seakeeping High Sea State Applicability

Linear Seakeeping High Sea State Applicability Proceedings of the 16 th International Ship Stability Workshop, 5-7 June 2017, Belgrade, Serbia 1 Linear Seakeeping High Sea State Applicability Tiothy C. Sith, Naval Surface Warfare Center Carderock Division,

More information

Over or Around? Kinetic Energy vs. Potential Energy. Critical Factors

Over or Around? Kinetic Energy vs. Potential Energy. Critical Factors 1 Terrain-forced vs. Thermally Driven Flows Thermally Driven Circulations produced by temperature contrasts that form within mountains or between mountains and surrounding plains Terrain-forced flows produced

More information

501 Interchange Design Interchange Design Considerations... 10

501 Interchange Design Interchange Design Considerations... 10 5 Interchange Design Table of Contents 51 Interchange Design... 1 51.1 General...1 51.2 Interchange Type...1 51.2.1 Diaond Interchanges... 1 51.2.1.1 Tight Urban Diaond Interchange (TUDI)... 1 51.2.1.2

More information

Forest Winds in Complex Terrain

Forest Winds in Complex Terrain Forest Winds in Complex Terrain Ilda Albuquerque 1 Contents Project Description Motivation Forest Complex Terrain Forested Complex Terrain 2 Project Description WAUDIT (Wind Resource Assessment Audit and

More information

Bubble Augmented Propulsion with a Convergent-Divergent Nozzle

Bubble Augmented Propulsion with a Convergent-Divergent Nozzle 30 th Syposiu on Naval Hydrodynaics Hobart, Tasania, Australia, -7 Noveber 014 Bubble Augented Propulsion with a Convergent-Divergent Nozzle Jin-Keun Choi, Xiongjun Wu, and Georges L. Chahine (DYNAFLOW,

More information

An experimental study of internal wave generation through evanescent regions

An experimental study of internal wave generation through evanescent regions An experimental study of internal wave generation through evanescent regions Allison Lee, Julie Crockett Department of Mechanical Engineering Brigham Young University Abstract Internal waves are a complex

More information

Guide to Target Archery Rounds, Scoring, Handicaps and Classifications

Guide to Target Archery Rounds, Scoring, Handicaps and Classifications Guide to Target Archery Rounds, Scoring, Handicaps and Classifications 2016 Contents 1Target Archery Rounds...3 1.1Iperial Outdoor Rounds...4 1.2Metric Outdoor Rounds...5 1.3Indoor Rounds...6 1.4Shooting

More information

ANSWERS TO QUESTIONS IN THE NOTES AUTUMN 2018

ANSWERS TO QUESTIONS IN THE NOTES AUTUMN 2018 ANSWERS TO QUESTIONS IN THE NOTES AUTUMN 2018 Section 1.2 Example. The discharge in a channel with bottom width 3 m is 12 m 3 s 1. If Manning s n is 0.013 m -1/3 s and the streamwise slope is 1 in 200,

More information

Gravity waves in stable atmospheric boundary layers

Gravity waves in stable atmospheric boundary layers Gravity waves in stable atmospheric boundary layers Carmen J. Nappo CJN Research Meteorology Knoxville, Tennessee 37919, USA Abstract Gravity waves permeate the stable atmospheric planetary boundary layer,

More information

Undertow - Zonation of Flow in Broken Wave Bores

Undertow - Zonation of Flow in Broken Wave Bores Nearshore Circulation Undertow and Rip Cells Undertow - Zonation of Flow in Broken Wave Bores In the wave breaking process, the landward transfer of water, associated with bore and surface roller decay

More information

Drift Characteristics of a Moored Conductivity Temperature Depth Sensor and Correction of Salinity Data

Drift Characteristics of a Moored Conductivity Temperature Depth Sensor and Correction of Salinity Data 282 J O U R N A L O F A T M O S P H E R I C A N D O C E A N I C T E C H N O L O G Y VOLUME 22 Drift Characteristics of a Moored Conductivity Teperature Depth Sensor and Correction of Salinity Data KENTARO

More information

Mt Hood Meadows Avalanche Accident

Mt Hood Meadows Avalanche Accident Mt Hood Meadows Avalanche Accident February 28, 2011 Date: Noon on Monday, 2/28/2011 Submitted by: Joe Sillman, Mt Hood Meadows Pro Patrol and Mark Moore, NWAC Place: Heather Canyon Drainage, Backyards,

More information

3/8/2016 Oregon Wallowa Mountains Published by Michael Hatch (Wallowa Avalanche Center) and Scott Savage (on behalf of USFS National Avalanche Center)

3/8/2016 Oregon Wallowa Mountains Published by Michael Hatch (Wallowa Avalanche Center) and Scott Savage (on behalf of USFS National Avalanche Center) Location: Place Chief Joseph Peak, Wallowa Mountains State Oregon Date 3/8/2016 Time 1630 hrs Summary 1 skier partially buried and killed Number: Caught 1 Fully Buried 0 Injured 0 Killed 1 Avalanche Details:

More information

Undertow - Zonation of Flow in Broken Wave Bores

Undertow - Zonation of Flow in Broken Wave Bores Lecture 22 Nearshore Circulation Undertow - Zonation of Flow in Broken Wave Bores In the wave breaking process, the landward transfer of water, associated with bore and surface roller decay within the

More information

Chapter 2. Turbulence and the Planetary Boundary Layer

Chapter 2. Turbulence and the Planetary Boundary Layer Chapter 2. Turbulence and the Planetary Boundary Layer In the chapter we will first have a qualitative overview of the PBL then learn the concept of Reynolds averaging and derive the Reynolds averaged

More information

MXV. Vertical Multi-Stage In-Line Pumps. Construction. Applications

MXV. Vertical Multi-Stage In-Line Pumps. Construction. Applications MXV Construction Vertical ulti-stage pups with suction and delivery connections of the sae diaeter and arranged along the sae axis (in-line). Corrosion-resistant bearing sleeves lubricated by the puped

More information

Experiment (13): Flow channel

Experiment (13): Flow channel Experiment (13): Flow channel Introduction: An open channel is a duct in which the liquid flows with a free surface exposed to atmospheric pressure. Along the length of the duct, the pressure at the surface

More information

GENERAL ARTICLES. Xing Wang

GENERAL ARTICLES. Xing Wang A Granger causality test of the causal relationship between the nuber of editorial board ebers and the scientific output of universities in the field of cheistry Xing Wang Editorial board ebers, who are

More information

Pressure coefficient on flat roofs of rectangular buildings

Pressure coefficient on flat roofs of rectangular buildings Pressure coefficient on flat roofs of rectangular buildings T. Lipecki 1 1 Faculty of Civil Engineering and Architecture, Lublin University of Technology, Poland. t.lipecki@pollub.pl Abstract The paper

More information

Snow Avalanches. Basic Principles for Avoiding and Surviving Snow Avalanches. By Lance Young

Snow Avalanches. Basic Principles for Avoiding and Surviving Snow Avalanches. By Lance Young Snow Avalanches Basic Principles for Avoiding and Surviving Snow Avalanches By Lance Young Introduction Snow avalanches are complex natural phenomena, experts do not fully understand all their causes.

More information

Effect of Wind Pressure on R.C Tall Buildings using Gust Factor Method

Effect of Wind Pressure on R.C Tall Buildings using Gust Factor Method Effect of Wind Pressure on R.C Tall Buildings using Gust Factor Method Ranjitha K. P 1 PG Student, Department of Civil Engineering Ghousia College of Engineering Ramanagar-562159 Dr. N.S. Kumar 3 Professor

More information

Georgian University GEOMEDI. Abstract. In this article we perform theoretical analysis of long jumps with the purpose to find

Georgian University GEOMEDI. Abstract. In this article we perform theoretical analysis of long jumps with the purpose to find On the t Influence of Air Resistance and Wind during Long Jump Egoyan A. E. ( alex1cen@yahoo.com ), Khipashvili I. A. Georgian University GEOMEDI Abstract. In this article we perform theoretical analysis

More information

HAND CALCULATION METHOD FOR AIR SUPPLY RATES IN VESTIBULE PRESSURIZATION SMOKE CONTROL SYSTEM

HAND CALCULATION METHOD FOR AIR SUPPLY RATES IN VESTIBULE PRESSURIZATION SMOKE CONTROL SYSTEM International Journal on ngineering Perforance-Based Fire odes, Volue, Nuber, p.7-40, 999 HAND AUATION MTHOD FO AI SUPPY ATS IN PSSUIZATION SMOK ONTO SYSTM M. Kujie Nikken Sekkei td, 4-6- Koraibashi, huo-ku,

More information

SEMI-SUBMERSIBLE YACHT CONCEPT: RETHINKING BEHAVIOUR AT ANCHOR AND GENESIS OF THE COMFORT DRAFT

SEMI-SUBMERSIBLE YACHT CONCEPT: RETHINKING BEHAVIOUR AT ANCHOR AND GENESIS OF THE COMFORT DRAFT 24 th International HISWA Syposiu on Yacht Design and Yacht Construction 14 and 15 Noveber 2016, Asterda, The Netherlands, RAI Asterda SEMI-SUBMERSIBLE YACHT CONCEPT: RETHINKING BEHAVIOUR AT ANCHOR AND

More information

Wind Loading Code for Building Design in Thailand

Wind Loading Code for Building Design in Thailand Wind Loading Code for Building Design in Thailand Virote Boonyapinyo a, Panitan Lukkunaprasit b Pennung Warnitchai c and Phoonsak Pheinsusom d a Associate Professor, Department of Civil Engineering, Thammasat

More information

Surface Waves NOAA Tech Refresh 20 Jan 2012 Kipp Shearman, OSU

Surface Waves NOAA Tech Refresh 20 Jan 2012 Kipp Shearman, OSU Surface Waves NOAA Tech Refresh 20 Jan 2012 Kipp Shearman, OSU Outline Surface winds Wind stress Beaufort scale Buoy measurements Surface Gravity Waves Wave characteristics Deep/Shallow water waves Generation

More information

Wind Resource Assessment for NOME (ANVIL MOUNTAIN), ALASKA Date last modified: 5/22/06 Compiled by: Cliff Dolchok

Wind Resource Assessment for NOME (ANVIL MOUNTAIN), ALASKA Date last modified: 5/22/06 Compiled by: Cliff Dolchok 813 W. Northern Lights Blvd. Anchorage, AK 99503 Phone: 907-269-3000 Fax: 907-269-3044 www.akenergyauthority.org SITE SUMMARY Wind Resource Assessment for NOME (ANVIL MOUNTAIN), ALASKA Date last modified:

More information

Design of Saddle Support for Horizontal Pressure Vessel Vinod Kumar, Navin Kumar, Surjit Angra, Prince Sharma

Design of Saddle Support for Horizontal Pressure Vessel Vinod Kumar, Navin Kumar, Surjit Angra, Prince Sharma World Acadey of Science, Engineering and Technology Vol:8, No:, 0 Design of Saddle Support for Horizontal Pressure Vessel Vinod Kuar, Navin Kuar, Surjit Angra, Prince Shara International Science Index,

More information

Chapter 10, Part 1. Scales of Motion. Examples of Wind at Different Scales. Small Scale Winds

Chapter 10, Part 1. Scales of Motion. Examples of Wind at Different Scales. Small Scale Winds Chapter 10, Part 1 Small Scale Winds Scales of Motion Wirls or eddies exist at all length scales in the atmosphere. Microscale (2m) Mesoscale (20km) Synoptic scale (2000km) Examples of Wind at Different

More information

International Journal of Technical Research and Applications e-issn: , Volume 4, Issue 3 (May-June, 2016), PP.

International Journal of Technical Research and Applications e-issn: ,  Volume 4, Issue 3 (May-June, 2016), PP. DESIGN AND ANALYSIS OF FEED CHECK VALVE AS CONTROL VALVE USING CFD SOFTWARE R.Nikhil M.Tech Student Industrial & Production Engineering National Institute of Engineering Mysuru, Karnataka, India -570008

More information

CROSS-SHORE SEDIMENT PROCESSES

CROSS-SHORE SEDIMENT PROCESSES The University of the West Indies Organization of American States PROFESSIONAL DEVELOPMENT PROGRAMME: COASTAL INFRASTRUCTURE DESIGN, CONSTRUCTION AND MAINTENANCE A COURSE IN COASTAL DEFENSE SYSTEMS I CHAPTER

More information

THE EFFECTIVENESS OF BOOT PACKING FOR SNOWPACK STABILIZATION

THE EFFECTIVENESS OF BOOT PACKING FOR SNOWPACK STABILIZATION THE EFFECTIVENESS OF BOOT PACKING FOR SNOWPACK STABILIZATION Matt Wieland 1, 2 Jordy Hendrikx 2 Karl W. Birkeland 3, 2 1 Moonlight Basin Ski Resort, Big Sky, MT, USA; 2 Snow and Avalanche Laboratory, Montana

More information

Predicting Snow Layer Hardness with Meteorological Factors

Predicting Snow Layer Hardness with Meteorological Factors Predicting Snow Layer Hardness with Meteorological Factors Mark C. Kozak* 1, Kelly Elder 2, Karl Birkeland 3, and Phillip Chapman 4 1 Dept. of Earth Resources, Colorado State University, Fort Collins,

More information

The Coriolis force, geostrophy, Rossby waves and the westward intensification

The Coriolis force, geostrophy, Rossby waves and the westward intensification Chapter 3 The Coriolis force, geostrophy, Rossby waves and the westward intensification The oceanic circulation is the result of a certain balance of forces. Geophysical Fluid Dynamics shows that a very

More information

Study of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1

Study of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1 Study of Passing Ship Effects along a Bank by Delft3D-FLOW and XBeach1 Minggui Zhou 1, Dano Roelvink 2,4, Henk Verheij 3,4 and Han Ligteringen 2,3 1 School of Naval Architecture, Ocean and Civil Engineering,

More information

3. Observed initial growth of short waves from radar measurements in tanks (Larson and Wright, 1975). The dependence of the exponential amplification

3. Observed initial growth of short waves from radar measurements in tanks (Larson and Wright, 1975). The dependence of the exponential amplification Geophysica (1997), 33(2), 9-14 Laboratory Measurements of Stress Modulation by Wave Groups M.G. Skafel and M.A. Donelan* National Water Research Institute Canada Centre for Inland Waters Burlington, Ontario,

More information

Wave Motion. interference destructive interferecne constructive interference in phase. out of phase standing wave antinodes resonant frequencies

Wave Motion. interference destructive interferecne constructive interference in phase. out of phase standing wave antinodes resonant frequencies Wave Motion Vocabulary mechanical waves pulse continuous periodic wave amplitude period wavelength period wave velocity phase transverse wave longitudinal wave intensity displacement amplitude phase velocity

More information