MANOEUVRABILITY-BASED CRITICAL TIME FOR PREVENTING CLOSE-QUARTERS SITUATIONS

Size: px
Start display at page:

Download "MANOEUVRABILITY-BASED CRITICAL TIME FOR PREVENTING CLOSE-QUARTERS SITUATIONS"

Transcription

1 Journal of Marine Science and Technology, Vol. 25, No. 3, (2017) 249 DOI: /JMST MANOEUVRABILITY-BASED CRITICAL TIME FOR PREVENTING CLOSE-QUARTERS SITUATIONS Chi-Cheng Tai 1, Jiang-Ren Chang 1, and Chih-Li Chen 2 Key word: colliion avoidance, cloe-quarter ituation, COLREGS. ABSTRACT Thi aer deal with the COLREGS-comlaint action and the critical time for reventing cloe-quarter ituation, from the viewoint of a tand-on veel. A model baed on the dynamic game of comlete information (DGCI) i formulated for three colliion ituation, and the COLREGS-comlaint action are obtained. The critical time i then comoed by the alteration time and the hyical time delay. The alteration time i determined by uing analytic geometry with relative motion. Conidering manoeuvrability of the veel, an equation to etimate the hyical time delay i derived from the MSC.137(76) Standard for Shi Manoeuvrability. Then, the critical time can be determined by correcting the hyical time delay. Finally, three real cae are analyed to validate the rooed reult and demontrate that they can rovide criteria to enure navigation afety for ractical alication. I. INTRODUCTION Colliion avoidance can be regarded a a roce wherein the officer of the watch (OOW) take roer action in amle time, baed on the rule of the road, o that two veel can a at a afe ditance. The rule of the roadinternational Regulation for Preventing Colliion at Sea, 1972, or COLREGServe a a guidance for the roce. However, ome critique of the COLREGS, uch a their qualitative nature and unneceary comlication, have been reented (Weber, 1995; Stitt, 2002). Thee diadvantage lead to divergent interretation of the rule by different individual. In uch cae, ubjective judgment baed on the exerience of the OOW are uually adoted to deal with thee ituation, rather than bureaucratically following recritive rule (Belcher, 2002). Uncertaintie in colliion ituation may arie (Wu, 1984; Taylor, 1990; Jame, 1994). Paer ubmitted 10/05/16; revied 12/01/16; acceted 12/07/16. Author for correondence: Chih-Li Chen ( clchen@mail.ntou.edu.tw). 1 Deartment of Sytem Engineering and Naval Architecture, National Taiwan Ocean Univerity, Keelung, Taiwan, R.O.C. 2 Merchant Marine Deartment, National Taiwan Ocean Univerity, Keelung, Taiwan, R.O.C. Therefore, a further te to enure afety would be a formaliation of criteria for ractical alicationwhich i the motivation of thi reearch. Cloe-quarter ituation (CQS) i one of the qualitative term needing clarification, although the objective of the COLREGS i to revent the develoment of uch critical ituation (Zhao, 2008). Conidering the condition of being in ight of one another, the roce of a colliion may be divided into four tage baed on the obligation of the give-way and tand-on veel, a follow: free manoeuvre, action required by the give-way veel, action required by the tand-on veel and the CQS (Cockcroft and Lameijer, 1996). In thi regard, a CQS can be viewed a a ituation where it i imoible for one veel manoeuvring alone to avoid the other by a ubtantial alteration of coure (Mankababy, 1987). The give-way veel i required to manoeuvre in the econd tage, namely action required by the give-way veel, when the rule begin to aly (Zhao, 2008). However, ome critical occaion arie if the give-way veel neglect to kee a roer lookout (Wu, 1984); the tand-on veel then ha to manoeuvre alone under Rule 17(a)(ii) before the lat moment to revent the develoment of a CQS. In uch cae, how and when to manoeuvre by herelf alone become an urgent tak for the tand-on veel. Therefore, analyi of the COLREGS-comlaint action and determination of the critical time for reventing a CQS from the viewoint of the tand-on veel are neceary for maritime afety, and are the main goal of the reent effort. The relevant literature i divided into two categorie: analyi of the COLREGS-comlaint action, and determination of the critical time or ditance. To analye the COLREGS-comlaint action, a tatic game of comlete information wa firt adoted by Cannell (1981); Tai et al. (2014) then rooed a model baed on a dynamic game of comlete information (DGCI) to reflect the dynamic nature of colliion avoidance. Thee qualitative reearche interreted the COLREGS in trategic and formalied manner and obtained the COLREGS-comliant action for the econd tage. However, action and critical time to revent a CQS for the tand-on veel if the give-way veel neglect to fulfill her obligation are not addreed. A for determining the critical ditance, there are three tye of reearch: rule of thumb, decritive model, and recritive model. A a rule of thumb, Cockcroft and Lameijer (1996) uggeted that the boundary of the CQS be conidered one nautical mile (nm) for veel in ight

2 250 Journal of Marine Science and Technology, Vol. 25, No. 3 (2017) of one another and 2 to 3 nm in retricted viibility. However, thi imle concet fail to take into account the variou ize, characteritic and eed of the veel, a tated by Mr. Jutice Willmer in the cae of Grea/Verna (Cockcroft and Lameijer, 1996). Decritive model are contructed baed on tatitical analye. Davi et al. (1980) rooed a concet of the arena, in which the OOW would tart to take action to avoid a CQS, baed on the quetionnaire and analyi of the average attern. Habberly and Taylor (1989) deigned a imulation and analyed the alteration ditance made by the ubject. Taylor (1990) and Jame (1994) ubequently rovided robability ditribution of the alteration ditance baed on imulation data collected by Habberly and Taylor (1989). Thee decritive model can calculate the alteration ditance within which manoeuvre are initiated, but are unable to take into account the delay ditance or time a affected by the manoeuvrabilitie of the veel. Finally, recritive model are contructed by uing mathematical concet. Hilgert (1983) defined the critical ditance for reventing a CQS a that ditance at which a crahing to i made by both veel. However, thi model ubequently roved ineffective in avoiding a CQS if the manoeuvre i made by one veel alone (George, 1984). Colley et al. (1983) and Wu (1984) both develoed equation for the ditance of lat-minute action (LMA). However, the former equation can only determine the ditance in a head-on ituation, and the latter i too riky due to it aumtion that the initial ditance to cloet oint of aroach (DCPA) and the final aing ditance of the veel both equal zero. Baed on the definition of a CQS, thi aer attemt to formalie the afety criteria of how and when to manoeuvre for the tand-on veel if the give-way veel neglect to fulfill her obligation. The COLREGS-comlaint action in overtaking, head-on and croing ituation are firt analyed by a DGCI, which deal with equential rocee in which thinking eole interact with each other (Fudenberg and Tirole, 1991; Gibbon, 1992; Montet and Serra, 2003; Ramuen, 2005). Then, the critical time for the tand-on veel to revent a CQS i conidered. The alteration time i determined by the analytic geometry with relative motion. Since relative motion i unable to take into account the effect of manoeuvrability, the arameter of MSC.137(76) Standard for Shi Manoeuvrability (IMO, 2002) are adoted to erve a maximum limit and to derive an etimated equation of the hyical time delay. So the alteration time can be corrected and the critical time for reventing the CQS can be determined, and the uroe of thi reearch can be met. Thi aer i organized a follow: Section 2 decribe the DGCI and the analyi of the COLREGS-comlaint action. The theoretic background and rocedure required to obtain the critical time for a CQS are reented in Section 3. In Section 4, three real accident are analyed to demontrate the feaibility of the rooed aroach. Finally, concluion are reented in Section 5. OOW 1 /o OOW 2 /o /o /o (u 1(, ), u 2(, )) (u 1(, /o), u 2(, /o)) (u 1(, ), u 2(, )) (u 1(/o, ), u 2(/o, )) (u 1(/o, /o), u 2(/o, /o)) (u 1(/o, ), u 2(/o, )) (u 1(, ), u 2(, )) (u 1(, /o), u 2(, /o)) (u 1(, ), u 2(, )) Fig. 1. Extenive-form rereentation of the colliion game. II. COLREGS-COMPLAINT ACTIONS FOR PREVENTING A CLOSE-QUARTERS SITUATION In thi ection, a brief introduction of the DGCI i reented. Then, three colliion ituation are formalied and analyed by a DGCI, and the COLREGS-comlaint action are obtained. Finally, the action required by the tand-on veel in the cae of negligence of the give-way veel are dicued. 1. Dynamic Game of Comlete Information Game theory i a trategic-thinking aroach that deal with real-life ituation where thinking eole interact with each other (Montet and Serra, 2003). That i, each individual choice deend on what the other may do (Fudenberg and Tirole, 1991). The DGCI articularly concern ituation where individual, who have full undertanding of the ituation, make choice in equence (Gibbon, 1992; Ramuen, 2005). It i adoted here to analye the roce of colliion avoidance. When one conider two veel in a direct colliion ituation in the oen ea with good viibility, alteration of coure alone may be the mot effective action to avoid colliion. Therefore, the eed of the veel are aumed to be maintained at a afe level. Two OOW of the veel equentially take action in two tage before a CQS can develo. The framework of the colliion game can be decribed by an extenive-form rereentation, a hown in Fig. 1. The baic element contituting a DGCI, uch a layer, action, ayoff, information and trategie, are defined a follow: (1) The layer who take action to maximize their own ayoff are two OOW for thi cae. They are rereented by deciion node from left to right in order of time, and denoted by OOW i, i = 1, 2. It i noted that each deciion node contitute a ubgame. (2) An action, which i rereented by a branch, i a choice the layer can make. When we conider uual ractice in oen ea with good viibility, there are 3 action can be choen, including of altering coure to ort (), tanding on (/o), and altering coure to tarboard (). They are denoted by a i = {, /o, } referring to OOW i. (3) The ayoff are utilitie that reond to action choen by all OOW and are denoted by u i (a 1, a 2 ). In thi cae, the

3 C.-C. Tai et al.: Critical Time for Cloe-Quarter Situation 251 ayoff for each OOW conit of two value. One i a tate utility that correond to the effect of the action, while the other i a enalty utility if either action violate the COLREGS. (4) The information refer to the knowledge of thi game. In articular, comlete information mean that the knowledge i oeed by each OOW. There i no robability ditribution in the framework and the node are ingleton. (5) The trategie are full lan for each OOW reacting to each ubgame at the time he make a choice. In thi regard, OOW 1 ha only one deciion node with three trategie a the action he can chooe. On the other hand, OOW 2 ha three deciion node o he ha 3 3 = 27 trategie denoted by (, /o,, ). That i, for, OOW 2 chooe no matter what the OOW 1 chooe; for /o, OOW 2 chooe if OOW 1 chooe or /o, and chooe /o if OOW 1 chooe ; and o on. The olution of the DGCI i named the ubgame erfect Nah equilibrium (SPNE), which i comoed of the bet trategie for each OOW. It can be obtained by earching through all oible trategie; however, thi i a comlicated tak. A convenient method referred to a backward induction i adoted to achieve the reult. Backward induction rereent a attern of reaoning that tart from the time when OOW 2 make a choice. In thi regard, the quetion each OOW face can be viewed a an otimization roblem (Gibbon, 1992). For each ubgame, OOW 2 face an otimization roblem a follow, a2a2 max u a, a A et of bet action choen by OOW 2 that would maximize hi ayoff in each ubgame, i denoted by a 2 *, alo referred to a the bet trategy for him. Working backward to the time when OOW 1 make a deciion, he anticiate that OOW 2 will chooe the et of bet action and face the other otimization roblem a follow, a1 A1 max u a, a. * OOW 1 would ick an action from a 1 baed on the et of a 2 * to maximize hi ayoff. A mentioned above, thi bet action i alo the bet trategy for him. Thu the combination of thee bet trategie, the SPNE, from which the layer have no incentive to deviate, i obtained. 2. COLREGS-Comlaint Action Colliion ituation can be categorized into overtaking, head-on, and croing ituation, under Rule 13. Overtaking, Rule 14. Head-on Situation, and Rule 15. Croing Situation, in the COLREGS. Auming there i a veel at the centre, the (1) (2) C B A Fig. 2. Region for determining colliion ituation. OOW 1 /o OOW 2 D ( 0, 0 ε ) /o ( 1, 1 ) ( 1, 1 ε ) /o /o ( 1 ε, 1 ) ( 0 ε, 0 ε ) ( 1 ε, 1 ) ( 1, 1 ε ) ( 1, 1 ) ( 0, 0 ε ) Fig. 3. The framework and the SPNE of the game for overtaking ituation. ituation can be determined baed on the region where the other veel i coming u. Region A correond to an overtaking ituation, region B to a head-on ituation and region C and D to croing ituation, a illutrated in Fig. 2. It i noted that the boundarie of region B, namely head-on ituation, are aumed to be 005 and 355 a categoried by Cockcroft (1982). The COLREGS-comlaint action for thee ituation can be analyed by colliion game a follow: 1) Game for Overtaking Situation A hown in Fig. 2, the veel coming from region A i the give-way veel, which take action firt and i referred to a OOW 1, while the centre veel i the tand-on veel that take it own action after oberving give-way veel action, and i referred to OOW 2. The tate utility i deignated 0, indicating danger in the condition that both veel chooe the ame action. Otherwie, it i deignated 1, connoting afety. The rule related to action in thi ituation are Rule 8. Action to Avoid Colliion, Rule 13. Overtaking, Rule 16. Action by the Give-way Veel and Rule 17. Action by the Stand-on Veel. The enalty utility, denoted by with a oitive value between 0 and 1, correond to the action that violate the Rule. Thee violation are: firt, OOW 1 chooe the action /o; econd, OOW 2 chooe action other than /o if OOW 1 ha given way; and third, OOW 2 chooe the action /o if OOW 1 ha choen /o. The framework and the SPNE are illutrated a Fig. 3.

4 252 Journal of Marine Science and Technology, Vol. 25, No. 3 (2017) Situation Region Table 1. COLREGS-comlaint action for three colliion ituation. Obligation Stage of give-way veel Stage of tand-on veel The other Centre veel The other Centre veel Centre veel Overtaking A Give-way Stand-on or /o or Head-on B Both required to manoeuvre Croing C Give-way Stand-on /o OOW 1 /o OOW 2 /o /o /o ( 0 ε, 0 ) ( 0 ε, 0 ε ) ( 1 ε, 1 ) ( 0, 0 ε ) ( 1, 1 ε ) ( 1, 1 ) Fig. 4. The framework and the SPNE of the game for head-on ituation. OOW 1 /o OOW 2 /o /o ( 1 ε, 1 ) ( 0 ε, 0 ε ) ( 1 ε, 1 ) ( 0, 0 ε ) /o ( 1, 1 ) ( 1, 1 ε ) Fig. 5. The framework and the SPNE of the game for croing ituation. The bet trategie are () and () for OOW 1 and (/o /o) and (/o /o) for OOW 2. The SPNE of the overtaking game are (, (/o /o)), (, (/o /o)), (, (/o /o)) and (, (/o /o)). The OOW receive the ame ayoff of 1 which imlie the action are not only afe but comly with the COLREGS. That i, the COLREGS-comlaint action are altering coure to ort or tarboard for the overtaking veel and tanding on for the overtaken veel. 2) Game for Head-On Situation Thi ituation aear when one of the two veel i coming from region B a illutrated by Fig. 2. The tate utility i deignated 0, indicating danger in the condition that both veel chooe /o, or if they take ooite direction, i.e., and. Otherwie, it i deignated 1, connoting afety. The only alicable rule in thi ituation i Rule. 14 Head-on Situation, which indicate that both veel hall alter coure to tarboard. That i, the ayoff would contain a enalty utility if either of them doe not chooe. The framework and the SPNE are illutrated in Fig. 4. The bet trategie are () for the firt mover and ( ) and (/o ) for the other. The SPNE are (, ( )) and (, (/o )). The olution i recie in that both veel have to alter coure to tarboard to enure afety and comly with the COLREGS. 3) Game for Croing Situation A croing ituation occur if the other veel coming from region C or D in Fig. 2. For region C, it i a tand-on cae for the centre veel, but for region D it i a give-way cae. From the viewoint of the tand-on veel with the COLREGS, the former cae i conidered here. The order of lay i that the other veel, i.e., the give-way veel referred to a OOW 1, make a choice firt. Then, the centre veel, i.e., the tand-on veel referred to a OOW 2, chooe an action. The tate utility i deignated 0, indicating danger if OOW 1 chooe and then OOW 2 chooe, or if both veel chooe the action of tanding on. Otherwie, it i deignated 1, which connote afety. Conidering Rule 8. Action to Avoid Colliion, Rule 15. Croing Situation, Rule 16. Action by the Give-way Veel and Rule 17. Action by the Stand-on Veel, the enalty utility i determined a follow: firt, OOW 1 chooe or /o; econd, OOW 2 chooe or /o if OOW 1 chooe or /o; and third, OOW 2 chooe or if OOW 1 chooe. In thi way, the game can be formalied, and the framework a well a the SPNE outcome are illutrated in Fig. 5. The bet trategie are () for the OOW of the give-way veel and ( /o) for the OOW of the tand-on veel. The SPNE i (, ( /o)) and both OOW obtain a ayoff of 1. The COLREGScomlaint action are altering coure to tarboard for the giveway veel and tanding on for the tand-on veel. 3. Dicuion on the COLREGS-Comliant Action for Stand-On Veel The COLREGS-comlaint action in the econd tage, namely action required by the give-way veel, are ummaried a follow. Firt, the give-way veel hall alter coure to either ide while the tand-on veel tand on in an overtaking ituation. Second, both veel have to alter coure to tarboard in a headon ituation. Third, the give-way veel hall alter coure to tarboard while the tand-on veel hall tand on in a croing ituation. However, ome critical occaion arie in overtaking and croing ituation becaue the give-way veel may neglect to kee a roer lookout. The roce of a colliion enter the next tage, namely action required by the tand-on veel. The

5 C.-C. Tai et al.: Critical Time for Cloe-Quarter Situation 253 O O G (x G, y G ) A W O' G (x G, y G ) W O' T A P S (x S, y S ) P' P'' A T A P S (x S, y S ) Fig. 6. The alteration time i determined by Scenario 1. tand-on veel mut take action under Rule 17(a)(ii) before the lat moment at which he can revent a CQS by her manoeuvring alone. The action comlying with the COLREGS for tand-on veel can be found in Fig. 3 and 5 and ummaried in Table 1, which illutrate overtaking and croing ituation, reectively. In thee cae, the tand-on veel hall alter coure to either ide in an overtaking ituation, or alter to tarboard in a croing ituation. Thereafter, the mot imortant iue turn to the quetion of when to manoeuvre, deending on the veel manoeuvrability. Thi i the critical time for reventing a CQS, that i to be reolved in the next ection. III. CRITICAL TIME FOR PREVENTING A CLOSE-QUARTERS SITUATION A mentioned above, a CQS can be viewed a a ituation wherein it i imoible for two veel to a at a afe ditance by a ubtantial alteration of one veel alone. Baed on the viewoint of the tand-on veel, the COLREGS-comlaint action have been analyed in Section 2. Here the critical time, which conit of the alteration time and the hyical time delay, i conidered. The alteration time i calculated by uing equation of analytic geometry with relative motion. To eliminate the diadvantage of relative motion being unable to take into account the manoeuvrability of the veel, the MSC.137(76) Standard for Shi Manoeuvrability i adoted to derive an etimation equation of hyical time delay. Through the correction of the hyical time delay, the critical time can be obtained. In thi rocedure, a afe ditance of 0.85 nm adoted from Goodwin (1975) in the oen ea i aumed to enure afety. Of coure, a ubtantial alteration of coure i aumed to be a coure change of 90. Beide, all the ymbol ued in the following are lited in Nomenclature for a quick reference. Fig. 7. The alteration time i determined by Scenario Alteration Time Given that the oition, coure and eed of the veel are known, equation of analytic geometry with relative motion are adoted. The oition of the tand-on veel i conidered the reference oint for relative motion. The alteration time i determined by an initial relative motion line () and an altered. By earching for a oint of alteration along the initial to yield a afe ditance between the centre veel and the altered, the alteration time can be determined. In articular, there are two cenario for obtaining the alteration time deending on whether the direction difference between the initial and new i greater than 90 a hown in Fig. 6 and 7. The rocedure are conducted a follow: 1) Obtaining the Ditance, True Bearing and Relative Bearing Given the oition of two veel, (x S, y S ) for the tand-on veel and (x G, y G ) for the give-way veel, the difference between the x- and y-coordinate of the oition can be determined firt, i.e., x and y. The ditance between two veel and the true bearing from one veel to the other are conequently determined a follow: D x y 2 2 SG, (3) tan 1 x, if y 0, x0 y tan 1 x 180, if y 0 y tan 1 x TBSG 360, if y 0, x 0, y 90, if y 0, x0 270, if y 0, x0 TB GS TBSG 180, if TBSG TBSG, if TBSG 180 (4a) (4b) Subequently, the relative bearing for both veel can be yielded a:

6 254 Journal of Marine Science and Technology, Vol. 25, No. 3 (2017) RB RB SG GS RB TB C, (5a) TBSG CS, if TBSG CS 0 TBSG CS 360, iftbsg CS 0, TBGS CG, if TBGS CG 0 TBGS CG 360, if TBGS CG 0. (5b) (5c) 2) Initial Relative Motion The relative motion can be derived by vector analyi. The x- and y-comonent of the initial relative motion i yielded a: R V in C V in C, (6a) x G G S S R V co C V co C. (6b) y G G S S By uing ΔR x and ΔRy, the loe of the initial can be obtained a: m Ry. (7) R Baed on the oint-loe form of a line equation, the equation of the initial i derived a: x 0. m x y m x y (8) G G On the other hand, the magnitude and direction of the initial relative motion, i.e., V RM and C RM, can be olved by ubtituting ΔR x and ΔRy for Δx and Δy in Eq. (3) and (4a) where the time cale of V RM i further tranformed to be minute. Uing the formula for the ditance from a oint to a line, the DCPA i yielded a: D CPA m xg yg m 1 2 The time to cloet oint of aroach, TCPA, can be ubequently yielded by dividing the ditance from oint G to oint P by magnitude of the relation motion can be illutrated a: T CPA 3) Altered Relative Motion. (9) 2 2 D D SG CPA. (10) V By a ubtantial alteration of coure the difference of the x- and y-comonent of the altered relative motion are exreed a following equation: RM R ' V inc V in C 90, (11a) x G G S S R ' V coc V co C 90. (11b) y G G S S Here the term i ued to indicate direction of the alteration: for a tarboard turn or for a ort turn. The coure of the altered relative motion, i.e., C ARM, can be obtained by ubtituting Δx in Eq. (4a) with ΔR x ' and Δy with ΔRy '. Likewie, the loe m A can be determined by ubtituting ΔR x in Eq. (7) with ΔR x ' and ΔRy with ΔRy '. The line equation of the altered can alo be formalied by ubtituting m A for m in Eq. (8). 4) Obtaining Alteration Time Given that the coure of the altered may be toward or away from the reference oint, the alteration time can be obtained in two different way. The criterion i whether the difference of direction between the two i greater than 90. Scenario 1. The coure of altered relative motion i toward the centre veel. A hown in Fig. 6, in thi cae the difference of direction between the two i le than or equal to 90. Adoting the formula for the ditance from a oint to a line, the new DCPA reult from a ubtantial alteration of coure i obtained a: D ACPA ma xg yg m 1 2 A. (12) Since the ditance to alteration ( GT A ) i the rojection of the difference between the new D CPA ( SP ' ) and the afe ditance ( SP " ) on the initial, the alteration time can be calculated by dividing GT A by the magnitude of initial relative motion a determined in following equation: T A DACPA DS V C C in. RM RM ARM (13) Scenario 2. The coure of altered relative motion i away from the centre veel. In thi cae, the oint of alteration, T A, i the interection of the initial and the circle of afe ditance a illutrated in Fig. 7. Becaue the T A PS i a right-angled triangle, the ditance of TP A can be eaily obtained by the afety ditance ( TS) A and DCPA ( SP ). Once the TCPA and time required for TP A are obtained, the alteration time can conequently be determined a: 2 2 DS DCPA TA TCPA. (14) V RM

7 C.-C. Tai et al.: Critical Time for Cloe-Quarter Situation 255 H 90 Hanjin Singaore O' W O ADVANCE K H 0 K' T PD 1.8 min T A T CQS Fig. 8. The hyical time delay. 2. Phyical Time Delay Since relative motion ha a major diadvantage of failing to account for manoeuvrability, the hyical time delay i introduced to reolve thi roblem. According to Turning ability of the Reolution MSC.137(76) Standard for Shi Manoeuvrability, it i aumed that the veel make a turning circle manoeuvre at a oint, i.e., H 0, around a circle a illutrated in Fig. 8. The track of the manoeuvre arrive at the oint H 90 when the coure change i 90. Conidering that the hyical time delay occur along the arc from H 0 to H 90, a diameter of 5 hi length (L) and an advance of 4.5 L i adoted to aroach the reult. Here KH 0 and KH 90 rereent the radiu of 2.5 L while K ' H 90 rereent the advance of 4.5 L. The angle H 0 KH 90 of can be calculated by: K' H KH co 180 H KH KH. (15) Then H 0H 90 of L which rereent the delay ditance for a veel making a coure change by 90 can be determined accordingly. Thu, the hyical time delay can be obtained by H 0H 90 and eed of the veel. After converting the unit of hi length and eed, the equation of the hyical time delay can be yielded a: T PD L (16) VS 3. Critical Time for Preventing a CQS By conidering the veel manoeuvrability, the critical time for reventing a CQS can be determined by the alteration time and hyical time delay a hown in following equation: TCQS TA TPD. (17) Poition at Coure ( ) Seed (kt) LBP (m) P Situation Obligation Preventing a CQS Phyical time delay (min) Alteration time (min) Critical Time (min) Critical Time at GMT Kocierzyna P'' A Kocierzyna (0, 0) P' Hanjin Singaore (2.4, 5.5) overtaking give-way tand-on A/C to tarbord and ort are ermitted (/b)/29.3 () 15.5 (/b)/27.4 () (/b)/12 52 () Fig. 9. COLREGS-comlaint action and critical time for Kocierzyna. IV. CASE STUDIES Three real colliion cae are dicued to validate the rooed aroach. In the cae of the Kocierzyna and Hanjin Singaore (LLR, 1996), an overtaking ituation where the alteration time i determined by Scenario 1 i demontrated. Second, a croing ituation where the alteration time i determined by Scenario 1 i revealed in the cae of the Sirit and Sitarem (LLR, 2001). Finally, the cae of the Hyundai Dominion and Sky Hoe (MAIB, 2004) i adoted to demontrate the critical time for a croing ituation with Scenario The Kocierzyna and Hanjin Singaore The colliion occurred on Set. 15, 1991, at 1300 GMT in the oen ea where the viibility wa clear for at leat 4 mile. The Kocierzyna wa 95 metre in length. She wa ailing on a coure of 209 (T) and making a eed of 10.5 kt. The Hanjin Singaore wa 242 metre in length. She wa teering a coure of 209 (T) and making a eed of 21 kt. The Kocierzyna wa overtaken by the Hanjin Singaore. The analyi i grounded by

8 256 Journal of Marine Science and Technology, Vol. 25, No. 3 (2017) A P' O P P'' W Sky Hoe Sirit Poition at Coure ( ) Seed (kt) LBP (m) Situation Obligation Preventing a CQS T A Phyical time delay (min) Alteration time (min) Critical Time (min) Critical Time at ZT T PD 4.3 min T CQS Sitarem W O' Sirit Sitarem (0, 0) (2.9, -0.6) croing give-way tand-on A/C to tarbord i ermitted (/b) 2.1 (/b) (/b) Fig. 10. COLREGS-comlaint action and critical time for Sirit. the fact that Kocierzyna wa at about 5 on the ort bow of Hanjin Singaore at a ditance of about 6 mile at 1225 GMT. Baed on thi information and from the erective of the Kocierzyna, the COLREGS-comlaint action and the critical time for reventing a CQS can be determined and are hown in Fig. 9. A a reult, a ubtantial alteration either to tarboard or to ort of the Kocierzyna i ermitted. The alteration time are 17.3 and 29.3 minute for ubtantial alteration to tarboard and ort, reectively. Conidering her manoeuvrability, the etimation of hyical time delay i 1.8 minute. In thi cenario, the critical time for reventing a CQS i 15.5 minute after 1225 GMT, i.e., 1240 GMT, if a ubtantial alteration to tarboard i made. Otherwie the critical time i 27.4 minute after 1225 GMT, i.e., 1252 GMT, if a ubtantial alteration to ort i made. 2. The Sirit and Sitarem On March 12, 1996 at 2245 zone time (ZT), a colliion occurred between the VLCC Sirit and the coater Sitarem in oen ea with good viibility. The Sirit wa 253 metre in length. She wa the tand-on veel roceeding on a coure of 126 (T) at a eed of 12 kt. The Sitarem wa metre in length. She wa the give-way veel ailing on a coure of 268 (T) and making a eed of 10 kt. The available ground for thi determination are that the Sitarem wa firt een at a ditance of about 3 mile, bearing about 25 on the ort bow of Sirit. It i aumed that the obervation wa made at 2236 ZT, according to the time of colliion and the TCPA. Baed on thi information, the determination i conducted a hown in Fig. 10. A ubtantial alteration to tarboard by the Sirit i ermitted. The alteration time i 6.4 minute for ubtantial alteration to O Poition at Coure ( ) Seed (kt) LBP (m) Situation Obligation Preventing a CQS Phyical time delay (min) Alteration time (min) Critical Time (min) Critical Time at ZT A O' P T CQS T PD 2.8 min T A Hyundai Dominion (0, 0) overtaking tand-on Hyundai Dominion A/C to tarbord i ermitted (/b) 10.9 (/b) (/b) Sky Hoe (-0.8, 4.9) give-way Fig. 11. COLREGS-comlaint action and critical time for Hyundai Dominion. tarboard. Conidering her manoeuvrability, the etimation of hyical time delay i 4.3 minute. Thu, the critical time for reventing a CQS i 2.1 minute after 2236 ZT, i.e., 2238 ZT, if a ubtantial alteration to tarboard i made. 3. The Hyundai Dominion and Sky Hoe The colliion cae haened on June 21, 2004, at 0738 ZT in oen ea with good viibility. The Hyundai Dominion wa metre in length. She wa the tand-on veel teering a coure of 036 (T) and making a eed of 22 kt.the Sky Hoe wa metre in length. She wa the give-way veel ailing on a coure of 091 (T) with a eed of 15.3 kt. The two veel encountered each other in a croing ituation. The available ground to be taken into account are that the Sky Hoe wa firt een by OOW on board Hyundai Dominion on the ort bow at 45 and at a ditance of 5 nm at about Baed on thi information, the determination i conducted a hown in Fig. 11. A ubtantial alteration to tarboard of the Hyundai Dominion i ermitted. The alteration time i 13.7 minute for the ubtantial alteration to tarboard. Conidering her manoeuvrability, the etimation of hyical time delay i 2.8 minute. Thu, the cri-

9 C.-C. Tai et al.: Critical Time for Cloe-Quarter Situation 257 tical time for reventing a CQS i 10.9 minute after 0710 ZT, i.e., 0720 ZT, if a ubtantial alteration to tarboard i made. V. CONCLUSIONS Thi aer ha uccefully rooed the COLREGScomlaint action and determined the critical time for reventing a CQS baed on the viewoint of a tand-on veel. Aimed at to get rid of the ambiguity of the COLREGS, a DGCI i adoted to analye three colliion ituation uch that the recie COLREGS-comlaint action can be obtained. To take a ubtantial action in amle time for reventing a CQS, the alteration time i firt determined by analytic geometry with relative motion and then i corrected by the hyical time delay with conideration of manoeuvrability of the tand-on veel. Three real cae are conducted a well a analyed to demontrate that the rooed aroach i effective for ractical alication. ACKNOWLEDGMENTS The author would like to exre the gratitude to the National Science Council of Taiwan for financial uort under contract number: NSC E NOMENCLATURE S the oition of the tand-on veel G the oition of the give-way veel C S the coure of the tand-on veel C G the coure of the give-way veel C RM the coure of the initial relative motion C ARM the coure of the altered relative motion V S the eed of the tand-on veel V G the eed of the give-way veel V RM the magnitude of the relative motion L the length of the veel x S the x-coordinate of the tand-on veel x G the x-coordinate of the give-way veel y S the y-coordinate of the tand-on veel y G the y-coordinate of the give-way veel x the difference between x-coordinate of the oint y the difference between y-coordinate of the oint TB SG the bearing of give-way veel from the view of tand-on veel TB GS the bearing of tand-on veel from the view of give-way veel RB SG the relative bearing of give-way veel from view of tandon veel RB GS the relative bearing of tand-on veel from view of giveway veel R x the x-comonent of the initial relative motion R x ' the x-comonent of the altered relative motion Ry the y-comonent of the initial relative motion Ry ' the y-comonent of the altered relative motion m the loe of the initial relative motion line m A the loe of the altered relative motion line D SG the ditance between the give-way and the tand-on veel D S the afety ditance of 0.85 nm D CPA the initial DCPA D ACPA the new DCPA reult from a ubtantial alteration of coure T A the alteration time T PD the hyical time delay TCQS the critical time for reventing a cloe-quarter ituation K the centre of turning circle H 0 the tarting oint of turning circle manoeuvring H 10 the oint of coure changed by 10 the oint of coure changed by 90 H 90 REFERENCES Belcher, P. (2002). A ociological interretation of the COLREGS. The Journal of Navigation 55, Cannel, W. P. (1981). Colliion avoidance a a game of co-ordination. The Journal of Navigation 34, Cockcroft, A. N. (1982). The circumtance of ea colliion. The Journal of Navigation 35, Cockcroft, A. N. and J. N. F. Lameijer (1996). A guide to the colliion avoidance rule: International Regulation for Preventing Colliion at Sea. Fifth edition, Oxford: Butterworth-Heinemann. Colley, B. A., R. G. Curti and C. T. Stockel (1983). Manoeuvring time, domain and arena. The Journal of Navigation 36, Davi, P.V., M. J. Dove and C. T. Stockel (1980). A comuter imulation of marine traffic uing domain and arena. The Journal of Navigation 33, Fudenberg, D. and J. Tirole (1991). Game Theory. The MIT Exre. George, B. D. (1984). Forum: A grahical aement of the cloe-quarter ituation. The Journal of Navigation 37, Gibbon, R. (1992). A Primer in Game Theory. Harveter Wheatheaf. Goodwin, E. M. (1975). A tatitic tudy of hi domain. The Journal of Navigation 28, Habberly, J. S. and D. H. Taylor (1989). Simulated colliion avoidance manoeuvre: a arametric tudy. The Journal of Navigation 42, Hilgert, H. (1983). Defining the cloe-quarter ituation at ea. The Journal of Navigation 36, International Maritime Organization. Maritime Safety Committee. (2002). RESO- LUTION MSC.137(76) Standard for Shi Manoeuvrability. Jame, M. K. (1994). The timing of colliion avoidance manoeuvre: decritive mathematical model. The Journal of Navigation 47, Maritime Accident Invetigation Branch. (2005). Reort on the Invetigation of the Colliion between Hyundai Dominion and Sky Hoe. No.17/2005. Mankababy, S. (1987). The Law of Colliion at Sea. Elevier Science Publiher B.V. Montet, C. and D. Serra (2003). Game Theory and Economic. Palgrave Macmillam. Ramuen, E. (2006). Game and Information: An Introduction to Game Theory, Fourth Edition. Blackwell Publiher. Stitt, I. P. A. (2002). The COLREGS - time for a rewrite? The Journal of Navigation 55, Taylor, D. H. (1990). Uncertainty in colliion avoidance manoeuvring. The Journal of Navigation 43, The Kocierzyna and Hanjin Singaore. (1996) 2 Lloyd Re COURT OF APPEAL. The Sitarem and Sirit. (2001) 2 Lloyd Re ADMIRALTY COURT.

10 258 Journal of Marine Science and Technology, Vol. 25, No. 3 (2017) Tai, C.-C., J.-R. Chang and C.-L. Chen (2014). The veel action to avoid colliion in oen ea. Journal of Taiwan Maritime Safety and Security Studie 5, (in Chinee) Weber, H. (1995). Clarification of the teering and ailing rule of the COLREGS. The Journal of Navigation 48, Wu, Z.-L. (1984). Quantification of action to avoid colliion. The Journal of Navigation 37, Zhao, J. (2008). When do colliion regulation begin to aly? The Journal of Navigation 61,

Experiments on elastic wave modelling in isotropic and anisotropic media

Experiments on elastic wave modelling in isotropic and anisotropic media Exeriment on elatic wave modelling in iotroic and aniotroic media Fan Jiang, Yiqing Ren, and Shengwen Jin, Halliburton Landmark Software & Service Summary Recent advance in eimic data roceing with multi-comonent

More information

Optimization for Bus Stop Design Based on Cellular Automaton Traffic Model

Optimization for Bus Stop Design Based on Cellular Automaton Traffic Model Modern Tranportation Volume 6, 2017, PP.1-7 Optimization for Bu Stop Deign Baed on Cellular Automaton Traffic Model Liankui Zhang 1, Chengyou Cui 1 1. Department of Technology Economic and Management,

More information

Design Guidelines For a Thermoacoustic Refrigerator

Design Guidelines For a Thermoacoustic Refrigerator Deign Guideline For a Theroacoutic Refrigerator Ra C. Dhuley, M.D. Atrey Deartent of Mechanical Engineering Indian Intitute of Technology Bobay, Powai Mubai-400 076 Develoent of refrigerator baed on Theroacoutic

More information

Fluid-structure interaction between trains and noise-reduction barriers: numerical and experimental analysis

Fluid-structure interaction between trains and noise-reduction barriers: numerical and experimental analysis Fluid Structure Interaction V 49 Fluid-tructure interaction between train and noie-reduction barrier: numerical and experimental analyi M. Belloli, B. Pizzigoni, F. Ripamonti & D. Rocchi Mechanical Engineering

More information

MEMORANDUM: INTERIM CONCEPTS

MEMORANDUM: INTERIM CONCEPTS roject 73845 I 15/Tropicana Interchange Feaibility Study MEMORANDUM: INTERIM CONCETS INTRODUCTION During the initial project creening and throughout the development of project concept, alternative concept

More information

reviewed paper Public transport travel time simulation Tomáš CHLEBNICAN, Jiří CTYROKY, Marek ZDERADICKA

reviewed paper Public transport travel time simulation Tomáš CHLEBNICAN, Jiří CTYROKY, Marek ZDERADICKA reviewed paper Public tranport travel time imulation Tomáš CHLEBNICAN, Jiří CTYROKY, Marek ZDERADICKA (Mgr. Jiří ČTYROKÝ, Útvar rozvoje hl. m. Prahy, Vyšehradká 57, Prague, 18 00, ctyroky@urm.mepnet.cz)

More information

SEISMIC RESPONSE ANALYSIS OF LONG-SPAN CONTINUOUS RIGID-FRAMED BRIDG

SEISMIC RESPONSE ANALYSIS OF LONG-SPAN CONTINUOUS RIGID-FRAMED BRIDG SEISMIC RESPONSE ANALYSIS OF LONG-SPAN CONTINUOUS RIGID-FRAMED BRIDG Song Wa-li 1, Liu Gao-jun 2, Song Wen-chao 3 and Ren Wen-jie 4 1 Profeor, School of Civil Engineering, Hebei Univerity of Technology,

More information

Calculation of Actual Concrete Shrinkage Magnitude

Calculation of Actual Concrete Shrinkage Magnitude Calculation of Actual Magnitude By: Emilio M. Morale, MSCE - Mater of Science in Civil Engineering major in Geotechnic and Structure, Carnegie Mellon Univerity, Pittburgh Pa. Chairman PICE Geotechnical

More information

Original Article. Effectiveness of a specialized climbing method for beginners on the physical and technical fitness of 8-10 year old children

Original Article. Effectiveness of a specialized climbing method for beginners on the physical and technical fitness of 8-10 year old children Journal of Phyical Education and Sport (JPES), 18 Supplement iue 5, Art 308, pp. 2065-2069, 2018 online ISSN: 2247-806X; p-issn: 2247 8051; ISSN - L = 2247-8051 JPES Original Article Effectivene of a pecialized

More information

A Study of Ocean Waves at Fisherman s Wharf, Victoria Harbour

A Study of Ocean Waves at Fisherman s Wharf, Victoria Harbour A Study of Ocean Wave at Fiherman Wharf, Victoria Harbour David B. Fiel, Jianhua Jiang and Dave Billenne ASL Environmental Science Inc., 1986 Mill Rd., Sidney, BC, V8L 5Y3, Canada, Phone Number (250) 656-0177

More information

Maritime Traffic Situations in Bornholmsgat

Maritime Traffic Situations in Bornholmsgat http://www.transnav.eu the International Journal on Marine Navigation and Safety of Sea Transportation Volume 9 Number 1 March 2015 DOI: 10.12716/1001.09.01.14 Maritime Traffic Situations in Bornholmsgat

More information

CHANGE OF NEARSHORE SIGNIFICANT WAVES IN RESPONSE TO SEA LEVEL RISE. Se-Hyeon Cheon 1 and Kyung-Duck Suh 1

CHANGE OF NEARSHORE SIGNIFICANT WAVES IN RESPONSE TO SEA LEVEL RISE. Se-Hyeon Cheon 1 and Kyung-Duck Suh 1 CHANGE OF NEARSHORE SIGNIFICANT WAVES IN RESPONSE TO SEA EVE RISE Se-Hyeon Cheon 1 and Kyung-Duck Suh 1 In thi paper, a method ha been developed for etimating the change of nearhore ignificant wave in

More information

Projectile Motion. Physics 6A. Prepared by Vince Zaccone For Campus Learning Assistance Services at UCSB

Projectile Motion. Physics 6A. Prepared by Vince Zaccone For Campus Learning Assistance Services at UCSB Projectile Motion Phic 6A Projectile motion i a combination of Horizontal and Vertical motion We ue eparate et of formula for each, but both motion happen imultaneoul. Horizontal In the cae of projectile,

More information

Coordination in CPG and its Application on Bipedal Walking

Coordination in CPG and its Application on Bipedal Walking Coordination in CPG and it Application on Bipedal Walking Weiwei Huang Department of Mechanical Engineering National Univerity of Singapore Singapore 96 huangweiwei@nu.edu.g Chee-Meng Chew Department of

More information

11 th Prima Pasta Badminton Championships 2018 Technical Guidelines

11 th Prima Pasta Badminton Championships 2018 Technical Guidelines 11 th Prima Pata Badminton Championhip 2018 Technical Guideline 1. DATE AND VENUE The 11 th Prima Pata Badminton Championhip 2018 will be held at Powermah, Makati City on February 16, 17, 18, 23, 24 and

More information

MEASUREMENT OF DYNAMIC STRESSES ON CARRIERS WITH DETACHABLE GRIP AT STATION ENTRANCE: LA.T.I.F. EXPERIENCES AND FUTURE PROSPECTS

MEASUREMENT OF DYNAMIC STRESSES ON CARRIERS WITH DETACHABLE GRIP AT STATION ENTRANCE: LA.T.I.F. EXPERIENCES AND FUTURE PROSPECTS MEASUREMENT OF DYNAMIC STRESSES ON CARRIERS WITH DETACHABLE GRIP AT STATION ENTRANCE: LA.T.I.F. EXPERIENCES AND FUTURE PROSPECTS dott.ing. Fabio Degaperi Introduction The importance of dynamic tre effect

More information

CREST LEVEL OPTIMIZATION OF THE MULTI LEVEL OVERTOPPING BASED WAVE ENERGY CONVERTER SEAWAVE SLOT-CONE GENERATOR. J. P. Kofoed 1 and E.

CREST LEVEL OPTIMIZATION OF THE MULTI LEVEL OVERTOPPING BASED WAVE ENERGY CONVERTER SEAWAVE SLOT-CONE GENERATOR. J. P. Kofoed 1 and E. 6 th European Wave and Tidal Energy Conference Glagow, UK Augut 29 th - September 2 nd 2005 CREST LEVEL OPTIMIZATION OF THE MULTI LEVEL OVERTOPPING BASED WAVE ENERGY CONVERTER SEAWAVE SLOT-CONE GENERATOR

More information

The Feature of Weak Shock Wave Propagated in a Overlong Tunnel

The Feature of Weak Shock Wave Propagated in a Overlong Tunnel Open Journal of Fluid Dynamic 0 85-89 http://d.doi.org/0.436/ojfd.0.4a034 Publihed Online December 0 (http://www.scirp.org/journal/ojfd) The Feature of Weak Shock Wave Propagated in a Overlong Tunnel Xiao

More information

Effect of Altering Handle Position of a Rolling Walker on Gait in Children with Cerebral Palsy

Effect of Altering Handle Position of a Rolling Walker on Gait in Children with Cerebral Palsy Effect of Altering Handle Poition of a Rolling Walker on Gait in Children with Cerebral Paly The purpoe of thi tudy wa to determine whether altering the handle poition on a rolling walker would affect

More information

Mechanical Waves: Applications in Medicine. How Elastography is Helping Doctors Avoid the Biopsy Needle

Mechanical Waves: Applications in Medicine. How Elastography is Helping Doctors Avoid the Biopsy Needle Mechanical Wave: Application in Medicine How Elatography i Helping Doctor Avoid the Biopy Needle Purpoe Thi leon i meant to increae tudent undertanding of mechanical wave and provide them with example

More information

CAPSIZING OF VESSELS IN FOLLOWING SEAS

CAPSIZING OF VESSELS IN FOLLOWING SEAS CAPSIZING OF VESSELS IN FOLLOWING SEAS By: M Reniton For Preentation at AQUAMARINE '95 OCTOBER 1995 REPORT AMECRC C 95/17 AUSTRALIAN MARITIME ENGINEERING CRC LIMITED ACN 060 208 577 Capizing of Veel in

More information

A Double Oracle Algorithm for Zero-Sum Security Games. Graphs, Manish Jain, Dmytro Korzhyk, Ondřej Vaněk, Vincent Conitzer,

A Double Oracle Algorithm for Zero-Sum Security Games. Graphs, Manish Jain, Dmytro Korzhyk, Ondřej Vaněk, Vincent Conitzer, A Double Oracle Algorithm for Zero-Sum Security Game on Graph Manih Jain, Dmytro Korzhyk, Ondřej Vaněk +, Vincent Conitzer, Michal Pěchouček +, Milind Tambe Computer Science Department, Univerity of Southern

More information

NIRSA CLUB BASKETBALL CONFERENCE MANUAL

NIRSA CLUB BASKETBALL CONFERENCE MANUAL 2018-2019 NIRSA CLUB BASKETBALL CONFERENCE MANUAL The NIRSA Club Baketball Conference i excited to provide league baketball for collegiate club team acro the country. The miion of the NIRSA Club Baketball

More information

MEMORANDUM. TNC Fisher Slough Final Design and Permitting Subject: Large Wood Debris Design. Jenny Baker (TNC) Dave Olson (DD3)

MEMORANDUM. TNC Fisher Slough Final Design and Permitting Subject: Large Wood Debris Design. Jenny Baker (TNC) Dave Olson (DD3) MEMORANDUM TNC Fiher Slough Final Deign and Permitting Subject: Large Wood Debri Deign To: From: Jenny aker (TNC) Dave Olon (DD3) David Cline (Tetra Tech) Jon Olmted (Tetra Tech) Jay lair (Tetra Tech)

More information

Hydraulic jump in stilling basin with vertical end sill

Hydraulic jump in stilling basin with vertical end sill International Journal of Phical Science Vol. (), pp. -9, Januar, Available online at http://www.academicjournal.org/ijps ISSN 99-9 Academic Journal Full Length Reearch Paper Hdraulic jump in tilling bain

More information

OPTIMISING A BREAKWATER LAYOUT USING AN ITERATIVE ALGORITHM

OPTIMISING A BREAKWATER LAYOUT USING AN ITERATIVE ALGORITHM OPTIMISING A BREAKWATER LAYOUT USING AN ITERATIVE ALGORITM Michael Rutell R Wallingford / Univerity of Surrey Due to the remote and expoed coatal location of mot liquefied natural ga (LNG) exportation

More information

Experimental Investigation of Pressure Flushing Technique in Reservoir Storages

Experimental Investigation of Pressure Flushing Technique in Reservoir Storages Experimental Invetigation of Preure Fluhing Technique in Reervoir Storage M. E. MESKATI SAMIRZADI 1, A. A. DEGANI 1, T. SUMI, A. MOSAEDI 1 and M. MEFTA. 1 1 Dept. of Water Engineering, Gorgan Univerity

More information

Scientia Iranica, Vol. 14, No. 4, pp 358{368 c Sharif University of Technology, August 2007 Research Note Evaluation of Empirically Derived PVT Proper

Scientia Iranica, Vol. 14, No. 4, pp 358{368 c Sharif University of Technology, August 2007 Research Note Evaluation of Empirically Derived PVT Proper Scientia Iranica Vol. 14 No. 4 pp 358{368 c Sharif Univerity of Technoloy Auut 2007 Reearch Note Evaluation of Empirically Derived PVT Propertie for Middle Eat Crude Oil M.N. Hemmati and R. Kharrat 1 PVT

More information

BEHAVIOR OF SHIP OFFICERS IN MANEUVERING TO PREVENT A COLLISION

BEHAVIOR OF SHIP OFFICERS IN MANEUVERING TO PREVENT A COLLISION Journal of Marine Science and Technology, Vol. 14, No. 4, pp. 225-230 (2006) 225 BEHAVIOR OF SHIP OFFICERS IN MANEUVERING TO PREVENT A COLLISION Bin Lin* Key words: navigational safety, ship collision,

More information

VEHICLE NO X AND PM10 EMISSION FACTORS FROM SYDNEY S M5-EAST TUNNEL

VEHICLE NO X AND PM10 EMISSION FACTORS FROM SYDNEY S M5-EAST TUNNEL VEHICLE NO X AND PM1 EMISSION FACTORS FROM SYDNEY S M5-EAST TUNNEL Mark F. Hibberd 1 1 CSIRO Atmopheric Reearch, PB 1, Apendale, Vic 3195, Autralia Abtract Reult are preented on the vehicle emiion factor

More information

Cold Formed Steel Tension Members with Two and Three Staggered Bolts

Cold Formed Steel Tension Members with Two and Three Staggered Bolts Miouri Univerity of Science and Technoloy Scholar' Mine International Specialty Conference on Cold- Formed Steel Structure (2010) - 20th International Specialty Conference on Cold-Formed Steel Structure

More information

Turbulence and waves in numerically simulated slope flows

Turbulence and waves in numerically simulated slope flows 9 ème Congrè Françai de Mécanique Mareille, 4-8 août 9 Turbulence and wave in numerically imulated lope flow E. FEDOROVICH, A. SHAPIRO School of Meteorology, Univertiy of Oklahoma, David L. Boren Blvd.,

More information

VALIDATION OF THE ASAR WAVE MODE LEVEL 2 PRODUCT USING WAM AND BUOY SPECTRA

VALIDATION OF THE ASAR WAVE MODE LEVEL 2 PRODUCT USING WAM AND BUOY SPECTRA VALIDATION OF THE ASAR WAVE MODE LEVEL 2 PRODUCT USING WAM AND BUOY SPECTRA Harald Johnen (1), Geir Engen (1), Bertrand Chapron (2) (1) Norut Informajonteknologi AS, PP 6463 Forkningparken, N-9294 Tromø,

More information

A Graphic Method to Estimate the Wind Speed under Urban Canopy Layer

A Graphic Method to Estimate the Wind Speed under Urban Canopy Layer Civil Engineering and Architecture 3(6): 172-188, 2015 DOI: 10.13189/cea.2015.030602 http://www.hrpub.org A raphic Method to Etimate the Wind Speed under Urban Canopy Layer Manoureh Tahba School of Architecture

More information

Heat Transfer Effect of Inert Gas on Multi-Tubular Reactor for Partial Oxidation Reaction

Heat Transfer Effect of Inert Gas on Multi-Tubular Reactor for Partial Oxidation Reaction Korean J. Chem. Eng., 18(2), 184-189 (2001) Heat Tranfer Effect of Inert Ga on Multi-Tubular Reactor for Partial Oxidation Reaction Kwang Ho Song, Sang Eon Han and Kwang-Ho Park LG Chem Reearch Park, LG

More information

Physics 20 Lesson 13 Projectile Motion

Physics 20 Lesson 13 Projectile Motion Pyic 0 Leon 13 Projectile Motion In Leon 1 to 9 we learned ow to decribe te otion of object wic were eiter oving orizontally or vertically. Now we wi to conider otion were te object i oving bot orizontally

More information

Device-Free Passive Identity Identification via WiFi Signals

Device-Free Passive Identity Identification via WiFi Signals enor Article Device-Free Paive Identity Identification via WiFi Signal Jiguang Lv ID, Wu Yang * and Dapeng Man Information Security Reearch Center, Harbin Engineering Univerity, Harbin 5, China; lvjiguang@hrbeu.edu.cn

More information

Robust Repositioning to Counter Unpredictable Demand in Bike Sharing Systems

Robust Repositioning to Counter Unpredictable Demand in Bike Sharing Systems Robut Repoitioning to Counter Unpredictable Demand in Bike Sharing Sytem Supriyo Ghoh School of Info. Sytem Singapore Management Univ. upriyog.2013@phdi.mu.edu.g Michael Trick Tepper School of Buine Carnegie

More information

WALTON-VERONA YOUTH FOOTBALL ASSOCIATION 2018 REGISTRATION FORM

WALTON-VERONA YOUTH FOOTBALL ASSOCIATION 2018 REGISTRATION FORM WALTON-VERONA YOUTH FOOTBALL AOCIATION 2018 REGITRATION FORM Pleae circle appropriate team / age for fall 2018: Refer to Helpful Fact and Tip heet for cut off date for each team. FLAG TARTER PEEWEE / MIDGET

More information

Calorimetric Validation of the Caltrac Accelerometer During Level Walking

Calorimetric Validation of the Caltrac Accelerometer During Level Walking Calorimetric Validation of the Caltrac Accelerometer During Level Walking The primary purpoe of thi tudy wa to compare the Caltrac accelerometer output with meaured energy expenditure (Ee). Twenty-five

More information

Available online at ScienceDirect. International Journal of e-navigation and Maritime Economy 1 (2014)

Available online at   ScienceDirect. International Journal of e-navigation and Maritime Economy 1 (2014) Available online at www.sciencedirect.com ScienceDirect International Journal of e-navigation and Maritime Economy 1 (2014) 29 38 Original article Safety Domain Measurement for Vessels in an Overtaking

More information

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 3, 2012

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 3, 2012 INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 3, 2012 Copyright 2010 All right reerved Integrated Publihing ervice Reearch article ISSN 09 4399 Invetigation on fly ah concrete

More information

A Review on Experimental Analysis for Rectangular Perforated Fin Array

A Review on Experimental Analysis for Rectangular Perforated Fin Array A Review on Experimental Analyi for Rectangular Perforated Fin Array I.N. Wankhede 1, N. P. Salunke 2 1 PG Student, Mechanical Department, RCPIT Shirpur, Maharahtra, India 2 H. O. D., Mechanical Department,RCPIT

More information

Semi-Quantitative Freshwater Mussel Survey Date Prepared: 11/20/2017

Semi-Quantitative Freshwater Mussel Survey Date Prepared: 11/20/2017 PARTNERSHIP FOR THE DELAWARE ESTUARY Science Group Semi-Quantitative Frehwater Muel Survey Date Prepared: 11/20/2017 Prepared By: Kurt Cheng Suggeted Citation: Cheng, K. 2017. Semi-Quantitative Frehwater

More information

PENALIZED LOGISTIC REGRESSION TO ASSESS NFL QUARTERBACK PERFORMANCE

PENALIZED LOGISTIC REGRESSION TO ASSESS NFL QUARTERBACK PERFORMANCE PENALIZED LOGISTIC REGRESSION TO ASSESS NFL QUARTERBACK PERFORMANCE 4/26/2016 Abstract [Draw your reader in with an engaging abstract. It is tyically a short summary of the document. When you re ready

More information

The Determination of a Minimum Critical Distance for Avoiding Action by a Stand-on Vessel as Permitted by Rule 17a) ii)

The Determination of a Minimum Critical Distance for Avoiding Action by a Stand-on Vessel as Permitted by Rule 17a) ii) International Journal on Marine Navigation and Safety of Sea Transportation Volume 1 Number1 March 2007 The Determination of a Minimum Critical Distance for Avoiding Action by a Stand-on Vessel as Permitted

More information

A New Ceramic Assemblage from Caution Bay, South Coast of Mainland PNG: the Linear Shell Edge-Impressed Tradition from Bogi 1

A New Ceramic Assemblage from Caution Bay, South Coast of Mainland PNG: the Linear Shell Edge-Impressed Tradition from Bogi 1 Journal of Pacific Archaeology Vol. 3 No. 1 2012 article A New Ceramic Aemblage from Caution Bay, South Coat of Mainland PNG: the Linear Shell Edge-Imreed Tradition from Bogi 1 abtract Bruno David,1 Ian

More information

Previewer Tools Show All In View: Hide All

Previewer Tools Show All In View: Hide All http://www.webaign.net/v4cgiarawon@ater.ny/aignent/previ... 1 of 13 5/28/2008 7:46 AM Aignent Previewer Review #2 About thi Aignent Previewer Tool Show All In View: Hide All Cloe thi window Hidden: Aignent

More information

Design for Safety and Stability

Design for Safety and Stability Design for Safety and Stability Henning Luhmann, MYR WRFT henning.luhmann@meyerwerft.de Jörg Pöttgen, MYR WRFT joerg.oettgen@meyerwerft.de ABSTRACT Safety and stability are two key asects for the successful

More information

ESCI 485 Air/sea Interaction Lesson 4 Waves Dr. DeCaria

ESCI 485 Air/sea Interaction Lesson 4 Waves Dr. DeCaria GENERAL WAVE PROPERTIES ESCI 485 Air/ea Interaction Leon 4 Wave Dr DeCaria Each tye of wave ha it own dierion characteritic or dierion relation ο The dierion relation i an equation that ive the frequency

More information

Safe Routes to School Engineering Study

Safe Routes to School Engineering Study Safe Route to School Brunwick Local School Ditrict Safe Route to School Plan City of Brunwick, Medina County, Ohio Hickory Ridge Elementary School Viintainer Middle School Edward Middle School Saint Ambroe

More information

Navigation: Navigation In Restricted Visibility. Notice to all Ship Owners, Masters, Skippers, Ships Officers, and Pilots.

Navigation: Navigation In Restricted Visibility. Notice to all Ship Owners, Masters, Skippers, Ships Officers, and Pilots. MARINE GUIDANCE NOTE MGN 369 (M+F) Navigation: Navigation In Restricted Visibility Notice to all Ship Owners, Masters, Skippers, Ships Officers, and Pilots. This notice replaces Marine Guidance Note 202

More information

Collision Avoidance System using Common Maritime Information Environment.

Collision Avoidance System using Common Maritime Information Environment. TEAM 2015, Oct. 12-15, 2015, Vladivostok, Russia Collision Avoidance System using Common Maritime Information Environment. Petrov Vladimir Alekseevich, the ass.professor, Dr. Tech. e-mail: petrov@msun.ru

More information

generator's nameplate - Datasheet generator's nameplate - Datasheet

generator's nameplate - Datasheet generator's nameplate - Datasheet Åpen informajon Foweb: Wind plant parameter (2018-11) Englih verion of 'Foweb: Data for produkjonanlegg vindkraftverk parameterveileder' (page 1 of 7) www.tatnett.no/foweb Diclaimer: Thi document i an

More information

OPTIMIZATION OF MULTI-STAGE DECISION-MAKING PROCESS AT THE GAME MARINE ENVIRONMENT

OPTIMIZATION OF MULTI-STAGE DECISION-MAKING PROCESS AT THE GAME MARINE ENVIRONMENT PRACE NAUKOWE POLITECHNIKI WARSZAWSKIEJ z. 114 Transport 216 Józef Lisowski Gdynia Maritime University, Faculty of Electrical Engineering, Department of Ship Automation OPTIMIZATION OF MULTI-STAGE DECISION-MAKING

More information

Measuring and Evaluation on Priority Lanes

Measuring and Evaluation on Priority Lanes I.J. Intelligent Sytem and Application, 2010, 2, 56-63 Publihed Online December 2010 in MECS (http://www.mec-pre.org/) Meauring and Evaluation on Priority Lane Shan Jiang Beijing Intitute of Technology,

More information

Synthesis of a multivariate extreme sea climate

Synthesis of a multivariate extreme sea climate Application of Statitic and Probability in Civil Engineering, Der Kiureghian, Madanat & Petana (ed) 3 Millpre, Rotterdam, ISBN 9 5966 4 8 Synthei of a multivariate extreme ea climate P.B. Webber Minitry

More information

THE DESIGN AND APPLICATION OF WIRELESS MEMS INERTIAL MEASUREMENT UNITS FOR THE MEASUREMENT AND ANALYSIS OF GOLF SWINGS

THE DESIGN AND APPLICATION OF WIRELESS MEMS INERTIAL MEASUREMENT UNITS FOR THE MEASUREMENT AND ANALYSIS OF GOLF SWINGS THE DESIGN AND APPLICATION OF WIRELESS MEMS INERTIAL MEASUREMENT UNITS FOR THE MEASUREMENT AND ANALYSIS OF GOLF SWINGS by Kevin W. King A diertation ubmitted in partial fulfillment of the requirement for

More information

ABSTRACT: Ocean wave energy contains the largest energy density

ABSTRACT: Ocean wave energy contains the largest energy density Deign and Modelling of Wave Energy Converter and Power Take-Off Sytem DESIGN AND MODELLING OF WAVE ENERGY CONVERTER AND POWER TAKE-OFF SYSTEM E. Chuah 1, K. Magawaran and M.Z. Haan 3 1 School of Engineering,

More information

Intelligent Decision Making Framework for Ship Collision Avoidance based on COLREGs

Intelligent Decision Making Framework for Ship Collision Avoidance based on COLREGs Intelligent Decision Making Framework for Ship Collision Avoidance based on COLREGs Seminar Trondheim June 15th 2017 Nordic Institute of Navigation Norwegian Forum for Autonomous Ships SINTEF Ocean, Trondheim

More information

RADAR PLOTTING Ranger Hope 2008

RADAR PLOTTING Ranger Hope 2008 RADAR PLOTTING Ranger Hope 2008 THE BASIC PLOT Introduction Priority targets and the EBL Proper use of radar Plotting terms and abbreviations The radar display, SHU and NHU NHU plot step by step SHU plot

More information

Complete Streets: Best Policy and Implementation Practices. Barbara McCann and Suzanne Rynne, Editors. American Planning Association

Complete Streets: Best Policy and Implementation Practices. Barbara McCann and Suzanne Rynne, Editors. American Planning Association Complete Street: Bet Policy and Implementation Practice Barbara McCann and Suzanne Rynne, Editor American Planning Aociation Planning Adviory Service Report Number 559 Complete Street: Bet Policy and Implementation

More information

Some rankings for the Athens Olympic Games using DEA models with a constant input

Some rankings for the Athens Olympic Games using DEA models with a constant input J.S. MELLO et al. / Invetigação Operacional, 28 (2008) 77-89 77 Some ranking for the Athen Olympic Game uing DEA model with a contant input João Carlo Correia Baptita Soare de Mello Lidia Angulo Meza Brenda

More information

2011 SEG SEG San Antonio 2011 Annual Meeting 3377

2011 SEG SEG San Antonio 2011 Annual Meeting 3377 Source-receiver pretack depth migration uing dreamlet Bangyu Wu *, Ru-han Wu and Jinghuai Gao Modeling and Imaging Laboratory, IGPP, Univerity of California, Santa Cruz Summary The dreamlet method add

More information

Modeling Signalized Traffic Intersections Using SAS Simulation Studio

Modeling Signalized Traffic Intersections Using SAS Simulation Studio Proceedings of the World Congress on Engineering and Comuter Science 2013 Vol II, 23-25 October, 2013, San Francisco, USA Modeling Signalized Traffic Intersections Using SAS Simulation Studio Soo K Leow

More information

DESIGN & MODIFICATION OF ROLLERS IN TRACKS OF SURFACE DRILLING MACHINES

DESIGN & MODIFICATION OF ROLLERS IN TRACKS OF SURFACE DRILLING MACHINES DESIGN & ODIFICATION OF ROLLERS IN TRACKS OF SURFACE DRILLING ACHINES r. S.N. Shinde P.D.V.V.P.C.O.E.Ahmednagar Prof. R.R. Navthar Aociate Profeor Dept. of ech Engg. P.D.V.V.P.C.O.E.Ahmednagar ABSTRACT

More information

Evolutionary approach to ship s trajectory planning within Traffic Separation Schemes

Evolutionary approach to ship s trajectory planning within Traffic Separation Schemes POLISH MARITIME RESEARCH 1(72) 2012 Vol 19; pp. 11-20 10.2478/v10012-012-0002-x Evolutionary approach to ship s trajectory planning within Traffic Separation Schemes Rafał Szłapczyński, Ph. D. Gdańsk University

More information

Appendix D. Hangingwall failure mechanisms. Analysis of the literature review

Appendix D. Hangingwall failure mechanisms. Analysis of the literature review Appendix D Hangingwall failure mechanim D1 Analyi of the literature review D1.1 Elatic beam invetigation The freely upported beam and the beam with built in end were compared uing the equation for maximum

More information

Essential Ingredients for Heavy Orographic Rainfall and their Potential Application for Prediction

Essential Ingredients for Heavy Orographic Rainfall and their Potential Application for Prediction 7.6 Eential Ingredient for eavy Orographic Rainfall and their Potential Application for Prediction Yuh-Lang Lin, Sen Chiao, Jame A. Thurman and Michael L. Kaplan North Carolina State Univerity, Raleigh,

More information

INFLUENCE OF THE EXHAUST GAS RECIRCULATION ON THE OXYGEN CONTENTS AND ITS EXCESS RATIO IN THE ENGINE COMBUSTION CHAMBER

INFLUENCE OF THE EXHAUST GAS RECIRCULATION ON THE OXYGEN CONTENTS AND ITS EXCESS RATIO IN THE ENGINE COMBUSTION CHAMBER Journal of KONES Powertrain and Tranport Vol. 0 No. 3 013 INFLUENCE OF THE EXHAUST GAS ECICULATION ON THE OXYGEN CONTENTS AND ITS EXCESS ATIO IN THE ENGINE COMBUSTION CHAMBE Stan Potrzednik Zbigniew mudka

More information

Evaluation Method of Collision Risk by Using True Motion

Evaluation Method of Collision Risk by Using True Motion http://www.transnav.eu the International Journal on Marine Navigation and Safety of Sea Transportation Volume 11 Number 1 March 2017 DOI: 10.12716/1001.11.01.06 Evaluation Method of Collision Risk by Using

More information

A New Surface Model for Cyclone Anticyclone Asymmetry

A New Surface Model for Cyclone Anticyclone Asymmetry VOL. 59, NO. 16 JOURNAL OF THE ATMOSPHERIC SCIENCES 15 AUGUST 2002 A New Surface Model for Cyclone Anticyclone Aymmetry GREGORY J. HAKIM Univerity of Wahington, Seattle, Wahington CHRIS SNYDER National

More information

Hazelton Minor Hockey Association Registration

Hazelton Minor Hockey Association Registration Hazelton Minor Hockey Aociation 2014-2015 Regitration Regitration mut be PAID IN FULL by September 22"**, 2014 (or at the dicretion of HMHA hould minimum diviion number not be met) Plavcr Lat Name Firt

More information

Wave Crest Distributions: Observations and Second-Order Theory

Wave Crest Distributions: Observations and Second-Order Theory 1AUGUST 000 FORRISTALL 1931 Wave Cret Ditribution: Obervation and Second-Order Theory GEORGE Z. FORRISTALL Shell E&P Technology, Houton, Texa (Manucript received February 1999, in final form 14 September

More information

Surface Tension Measurement with an Optofluidic Sensor

Surface Tension Measurement with an Optofluidic Sensor 1t International Conference on Sening Technology November 1-, 005 Palmerton North, New Zealand Surface Tenion eaurement with an Optofluidic Senor Abtract Nam-Trung Nguyen, Sumantri Laemono, Franck Alexi

More information

CORPS OF ENGINEERS, U. S. ARMY PLANS FOR IMPROVEMENT OF NAVIGATION CONDITIONS GREENVILLE BRIDGE, MISSISSIPPI RIVER MODEL INVESTIGATION

CORPS OF ENGINEERS, U. S. ARMY PLANS FOR IMPROVEMENT OF NAVIGATION CONDITIONS GREENVILLE BRIDGE, MISSISSIPPI RIVER MODEL INVESTIGATION TA7,vJ31 (\0 2..-.:;b c CORPS OF ENGINEERS, U. S. ARMY PLANS FOR IMPROVEMENT OF NAVIGATION CONDITIONS AT GREENVILLE BRIDGE, MISSISSIPPI RIVER MODEL INVESTIGATION TECHNICAL MEMORANDUM NO. 2 366 CONDUCTED

More information

A Method Quantitatively Evaluating on Technical Progress of Students in Ship Handling Simulator Training ABSTRACT

A Method Quantitatively Evaluating on Technical Progress of Students in Ship Handling Simulator Training ABSTRACT A Method Quantitatively Evaluating on Technical Progress of Students in Ship Handling Simulator Training Kinzo INOUE, Hideo USUI, Rong MA and Cemil YURTOREN Kobe University of Mercantile Marine 5-1-1 Fukae-minami

More information

COMPARISONS OF WAVE OVERTOPPING DISCHARGES AND DAMAGES OF THE NTOU VERTICAL SEAWALL DUE TO TWO SIMILAR SUPER TYPHOONS ON KEELUNG COAST OF TAIWAN

COMPARISONS OF WAVE OVERTOPPING DISCHARGES AND DAMAGES OF THE NTOU VERTICAL SEAWALL DUE TO TWO SIMILAR SUPER TYPHOONS ON KEELUNG COAST OF TAIWAN COMPAISONS OF WAVE OVETOPPING DISCAGES AND DAMAGES OF TE NTOU VETICAL SEAWALL DUE TO TWO SIMILA SUPE TYPOONS ON KEELUNG COAST OF TAIWAN Da-Wei Chen 1 Shiaw-Yih Tzang Shan-wei Ou In thi tudy, SWAN model

More information

Risk-Bearing in a Winner-Take-All Contest

Risk-Bearing in a Winner-Take-All Contest Gakushuin Economic Paers, Vol.45, No., ril 008, Gakushuin University, Tokyo, Jaan Risk-Bearing in a Winner-Take-ll Contest Dimitry Rtischev bstract arsimonious model is used to exlore the risk-bearing

More information

A Secure Strong Proxy Signature Scheme with Proxy Signer Privacy Protection

A Secure Strong Proxy Signature Scheme with Proxy Signer Privacy Protection A Secure Stron roxy Sinature Scheme ith roxy Siner rivacy rotection Youn-Ho Lee, Seon-in Hon and Hyunoo Yoon Diviion of Comuter Science, Deartment of Electric Enineerin and Comuter Science Korea Advanced

More information

sport. Dad is washing Pat is calling the car.

sport. Dad is washing Pat is calling the car. Puzzle it out! When I firt tarted teaching in a German Gymnaium thirty two year ago the pupil occaionally greeted me with a ong which will be familiar to many colleague The title wa: What hall we do with

More information

Self-Start Performance Evaluation in Darrieus-Type Vertical Axis Wind Turbines: Methodology and Computational Tool Applied to Symmetrical Airfoils

Self-Start Performance Evaluation in Darrieus-Type Vertical Axis Wind Turbines: Methodology and Computational Tool Applied to Symmetrical Airfoils Self-Start Performance Evaluation in Darrieu-Type Vertical Axi Wind Turbine: Methodology and Computational Tool Applied to Symmetrical Airfoil N.C. Batita 1, R. Melício 1, J.C.O. Matia 1,2 and J.P.S. Catalão

More information

FORUMS INSIGHTS BLOG VIDEOS PHYSICS NEWS INFO SEARCH Forums Physics Classical Physics

FORUMS INSIGHTS BLOG VIDEOS PHYSICS NEWS INFO SEARCH Forums Physics Classical Physics FORUMS INSIGHTS BLOG VIDEOS PHYSICS NEWS INFO SEARCH Forum Phyi Claial Phyi PF thrive by your haring of our ommunity with your friend, family and oial media. If you do, tell me and I'll give you Gold Memberhip.

More information

Full Internal Relief Valves Instruction Manual

Full Internal Relief Valves Instruction Manual Full Internal Relief Valve Intruction Manual MEV200FIR & MEV00FIR Application: Deigned for ue in mobile LPG & NH container a a primary preure relief valve for bobtail and tranport trailer intallation.

More information

Multi-Frequency Body Composition Analyzer MC-180MA Instruction Manual

Multi-Frequency Body Composition Analyzer MC-180MA Instruction Manual E Multi-Frequency Body Compoition Analyzer MC-180MA Intruction Manual Pleae read thi Intruction Manual carefully and keep it handy for future reference. Copyright 2005 TANITA Corporation. All Right Reerved.

More information

Analytical approach of availability and maintainability for structural lifting cables using reliability-based optimization

Analytical approach of availability and maintainability for structural lifting cables using reliability-based optimization REEARCH INVENTY: International Journal of Engineering and cience IN: 2278-4721, Vol. 1, Issue 1 (Aug 2012), PP 21-30 www.researchinventy.com Analytical aroach of availability and maintainability for structural

More information

Highway Capacity and LOS. Reading Assignment: pgs

Highway Capacity and LOS. Reading Assignment: pgs Highway Caacity and LOS Reading Assignment: gs. 170-200 We know from the revious section that traffic flows fairly well when Demand < Caacity. However, when demand aroaches caacity, we begin to exerience

More information

Emersons Green Running Club

Emersons Green Running Club Emeron Green Running Club Rik Aement For The Doynton Hard Half arathon 2016 Document Title Doynton Hard Half arathon 2016 - Rik Aement Verion number 1 Reviion number 8.2 Reviion date 19 January 2015 Emeron

More information

Proceedings of Meetings on Acoustics

Proceedings of Meetings on Acoustics Proceedings of Meetings on Acoustics Volume 9, 2010 http://acousticalsociety.org/ 159th Meeting Acoustical Society of America/NOISE-CON 2010 Baltimore, Maryland 19-23 April 2010 Session 1pBB: Biomedical

More information

Sports Analytics Workshop

Sports Analytics Workshop Sorts Analytics Worksho Sotirios Drikos sdrikos@gmail.com www: drikos.weebly.com Performance Analysis in and Related Sorts. 1 List of Contents Performance Analysis Performance Indicators Net & Wall Games

More information

U.S. UNCONVENTIONAL MONETARY POLICY AND TRANSMISSION TO EMERGING MARKET ECONOMIES. David Bowman, Juan M. Londono and Horacio Sapriza

U.S. UNCONVENTIONAL MONETARY POLICY AND TRANSMISSION TO EMERGING MARKET ECONOMIES. David Bowman, Juan M. Londono and Horacio Sapriza U.S. UNCONVENTIONAL MONETARY POLICY AND TRANSMISSION TO EMERGING MARKET ECONOMIES 1 David Bowman, Juan M. Londono and Horacio Sapriza Dicuion by Emmanuel C Mamatzaki Univerity of Suex Fifth BIS Conultative

More information

AN EXPERIMENTAL STUDY OF WAVE FORCES ON VERTICAL BREAKWATER

AN EXPERIMENTAL STUDY OF WAVE FORCES ON VERTICAL BREAKWATER Journal of Marine Science and Technology, Vol., No. 3,. -17 (7) AN EXPERIMENTAL STUDY OF WAVE FORCES ON VERTICAL BREAKWATER Yung-Fang Chiu*, Jaw-Guei Lin**, Shang-Chun Chang**, Yin-Jei Lin**, and Chia-Hsin

More information

Total 0/30. 0/1 points Walker3 2.P.068. [544577]

Total 0/30. 0/1 points Walker3 2.P.068. [544577] 9/9/13 Aignent Previewer Phy 111.HW#2b (3168643) Current Score: 0/30 Due: Wed Sep 11 2013 10:30 AM PDT Quetion Point 1 2 3 4 5 6 7 8 9 10 11 0/1 0/2 0/3 0/3 0/3 0/3 0/1 0/1 0/1 0/6 0/6 Total 0/30 Decription

More information

Feb. 15, 1974 Austria /74 Feb. 15, 1974 Austria /74 5ll Int. Cl... B01F 3/04 52 U.S. C /111; 52/83; 261/DIG.

Feb. 15, 1974 Austria /74 Feb. 15, 1974 Austria /74 5ll Int. Cl... B01F 3/04 52 U.S. C /111; 52/83; 261/DIG. United State Patent (19) Uhlirch et al. 54 COOLING TOWER AND WALL STRUCTURE THEREFOR 75 Inventor: urt Uhlirch; Hermann Lindhuber, both of Braunau, Autria 73) Aignee: Vereinigte Metallwerke Ramhofen-Berndorf

More information

AIS data analysis for vessel behavior during strong currents and during encounters in the Botlek area in the Port of Rotterdam

AIS data analysis for vessel behavior during strong currents and during encounters in the Botlek area in the Port of Rotterdam International Workshop on Next Generation Nautical Traffic Models 2013, Delft, The Netherlands AIS data analysis for vessel behavior during strong currents and during encounters in the Botlek area in the

More information

This document is downloaded from DR-NTU, Nanyang Technological University Library, Singapore.

This document is downloaded from DR-NTU, Nanyang Technological University Library, Singapore. Thi document i downloaded from DR-NTU, Nanyang Technological Univerity Library, Singapore. Title A microfluidic enor for dynamic urface tenion meaurement Author() Citation Nguyen, Nam-Trung; Laemono, Sumantri;

More information

Rule 17 - Action by stand-on vessel

Rule 17 - Action by stand-on vessel (a) (i) Where one of two vessels is to keep out of the way the other shall keep her course and speed. (ii) The latter vessel may however take action to avoid collision by her manoeuvre alone, as soon as

More information

Tag Reporting Rate Estimation: 3. Use of Planted Tags in One Component of a Multiple-Component Fishery

Tag Reporting Rate Estimation: 3. Use of Planted Tags in One Component of a Multiple-Component Fishery North American Journal of Fisheries Management 3:66 77, 003 Coyright by the American Fisheries Society 003 Tag Reorting Rate Estimation: 3. Use of Planted Tags in One Comonent of a Multile-Comonent Fishery

More information

Application of single-step genomic evaluation for crossbred performance in pig 1

Application of single-step genomic evaluation for crossbred performance in pig 1 Application of ingle-tep genomic evaluation for crobred performance in pig 1 T. Xiang* B. Nielen G. Su* A. Legarra and O. F. Chritenen* *Center for Quantitative Genetic and Genomic Department of Molecular

More information

Entrainment of Air into a Balcony Spill Plume

Entrainment of Air into a Balcony Spill Plume Entrainment of Air into a Balcony Sill Plume ROGER HARRISON 1, AND MICHAEL SPEARPOINT 2 1 BRE Fire and Security (incororating the Fire Research Station [FRS]), BRE, Watford, WD25 9XX, UK. 2 Deartment of

More information