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HomeMy WebLinkAboutDebris Flow and Debris Avalanche Hazard Analysis 1984 4 i D E B R I S �L+�W A�J D a E B R I S AVA�L/4��I�C h� E HAZAR D ANALYSIS Pr�pared For The T'own af lfail { ;d H' I {A � J ��_,�` � e'9�� �,����5.� I � i.q S a. �h � , "� 4 }y .![ � k � � £5! I : � � � y 5 I� I � � + �r.. y�k� �.}�'�,3 �b:c� ' �` �� ���I�II q{' �' kY YeC �''�� .e �,',`� � . �'� �%�� � �.%�,�� �� � r � Q�� , � r, r�, , X ��f r�Y� :, 'i��� � � � a': �r �� ��.�, d t���� '��� . ,��� �'{ a m .�'. � �� r. ^ �.d u,� : r � �. ; o � �� :. �' n: '�>r�:y �yt� ' 'R, ' `�� ��it b4 '� � .4� �f �� r e b� ��� �� ±�' � .� � . , ¢R 5 ,.xi ��,� 4 3 g:� !- M�{ � �� �� � x.e y� ; i�*.� ..� �, � �..� �`z � � e �� ��r � ,r� ° ,� �� � r � k 1�' �� � .<; �, w,,�� �a� I �. r � c � � � ��� �, ,..R�� � .���5,�' � � ' �,:' x� � .p.� ,� � p� �,. r � u ��� i t:. �u'"� �..�� � � x. R..� � a ��� . ,�'F, .��'� '�� . � N�,� �" � �„r�" �... .a�. ; :� y ��' �i 4� $ + . x ��". �.��j� +t tx- � � � . ���.wr �,`:-a ����'e'.a..��. �{F � �m� �C�' I��� i ���s �^ � d ',"�, ���,, f ���� � � � d :� Y g ± p"E N k '� x pp �� �bp,i R �� � ������ 7 # .' � ;.� '� k` � F +f..�.T� '�'�'=. d: �` ��e �. k 4 �" , ,! p� � .� � i S x -� :,k� - �� .,. A yj�� . � �w�. ,� 'Y,1R YY �' r 5` '� �. a� iN'_ �` Y��:,. i +� R. {1:�+-':' �. . . .,': ,p..:.., ArNhur I. Mear�, R.�.Inc. }I�� � �� I�� � }� }` �� ��� �,4 I Gunnisnn,Gc�l�rado � ``` '�,� `�� `l �1''�1�,���������� �QV����� ,��� II` j`l���i�i����G`��� � � �����I���II� 6 p � �ti�� a o a � . c o e v n T . DEBR I S-FLOW �qND DEBR I S--AVALA�NCHE HAZARD AN�LYSI� PREPAR'�D FflR TH� Tb1�N (}F VAI L , Arthur �. h��ars, �.�. , Inc. Gunnison, CQlorado t�ovember, 1984 J I 4 ..� ' ART'HUR 1. MEA�S, P.E., [NC. i`�larural f-lazards Cc�nsuleants 222�st�',othic Ave. Gunniuxa.Ccrlorsdn 8l230 303—64 f•32�6 �OV�2Eri��T" 2�? ��$� Mr. Stan $erryrr�an 7own af Vai� 75 South Frantage Road Vail , CO 81657 Dear �1r. B�r�~,ymart: 7he enclos�d study and r�apping o� debris ava�anches and debris flows at Vai] conforms to the requirer�ents set f�rth in tf�e Personal Seruices Agreement between the Town of Vail anc! Ar~thur I . Mears, P.E. , Inc. , d�ted �7 �lu�e 1984. We haue enjayed w�rking with you and other Yail �taff 4n thrts int�rest�ng praject and lo�l� forward to prowiding c�nsulting services in 'the futur�e. PTease c�ntact mc if you have any qu2st�c�ns. Sin�er�ly, C������ � �� ��� Arthur I . Mears, P.�. Ah1/td A4ats Wnilrrr� • Aracrlancl�es • �4alanchcControlEn�rnrering . . CONTEN�S PBgE SUMMARY OF FtEPORT 1 l . INTRODl1CTIQN AN� STUqY LIMITA�'IONS 4 2. d£S���P�XO� Q� ]984 VAIL SL.OPE MQVEMENTS 7 �.1 tntroduction 7 2.2 Soia 5lips and Oth�r �984 Slope Failures � 2. 3 Dynamics o�' Debris Ava�anches 13 2.a Dynam�cs of Debris ��ows 1� 3, CAl1SES (}F � 484 VAIL 5LOPE IIVSTABILI�TIES 2� 3.1 Introduct7on ZQ 3.2 Snowfall and Precipit�tion Z� 3.3 Temp�rature Trends Z3 3. 4 Prediction of Future Peripds of S7cspe Failures �� 4. H I STQRY AM� FROBAB I€.I TY OF 5L{l'�E t�9Y€'��NTS 28 4.T Probability and Hazard Eva3uation 2� 4.� Phot� �nalysis of Slope Failures Since 1939 2� 4. 3 Hazard Quantification �� 5. ST�UC7t1aAL PR(ITECTI4N OF BUILQINGS AND FACI�.ITIES 3� 5. 1 In�rodue�ion and General Information �� 5.2 Debris-Avalanche Defenses 3� 5. 3 Qebris-F3ow I�efenses �5 �. DCBRI�-FLOW At�O tiEBRIS-AVAI.ANCHE t�APS 4� 6. Z Introductian 4� 6. 2 Bases far �tapping 42 6.3 aefinitions of Naz�rd zones �� 6.4 Interpr�tatian and Accuracy of Mazard Lines �� CQVER PHOT�, C�ubhouse Gulct� �s typical of terrain producing multip�e hazards at Va71 . Sears in the trees r�suTt from debris-avalar�che and snow-avalanche activity. The alluviaZ fan at the bflttom of the gu�ch cansists of debris-ava7anche and debris-f]ow deposfts. Awalanching has accurred several times �n the upper basin sir�ce 1939 and reached the a� Zuvia] fan at ]east ance. C�ubhouse Guich was inactive in 1984. 4 I + II . I suMMa��r oF ���aa� , Qebris flows and debris avatanches are commmn in th� Vai� area and are a natura� �consequence of a�undant precipitation and steep, r�etastable slopes. Construction within the runnut zones has bro�ght aver ��� r�sidences and o�her bui�dings within range �f debris �lows ar debris avalanches. Approximateay 3U of these are 1QCated a� th� base of steeg� slc�pes ar are otherwise seriQUSTy expos�d to hagh-energy f��ws or avalanches. �ebri� �lows descend steep mauntai� streams usu�lly durin� fl�od stage and can sPread over large areas of alluuial fans. Damage to str�aetures result from mud and boulder impaet a�d deposition. T�e fl�w directions an the fans are dif�icu�t to deter�nine in adva�nce b�eause t�ey c�mmonly abandon pre-existin� char�nels during �ebri� de�osition, Qebris avalanehing i�to floodirrg mountain streams initaated all o� the debris f]ows in 1984, but avalanches can also reach dcvelaped ar�as �t the base of steep sZopes withvut becamin� f1Qws . These d�bris avalanches are rasually very destructive an� scour the s]apes af soi1 , rt�ck, sr�ow, tre�s , and other vegetation as th�y descend and gr�w in mass. Nazard from thes� twc� prt�ce�ses can b� red�ced structural�y by s�ver�al methods including catct�ing structures, breaking �truetures, and direct protectivn af bualdir�gs. Channelizat�on wi�l be of limited use in the Yaal area b�cause of the �endency far flows tr� demobilize , �feposit material in channe]s, and divert �uhsequent fZow pulses ta undesirable directions. ] , Tf�e d�bris flows and d�bris avalanches have occurred at �east sinee deglac�ation of the area so�e 15,aao to �'0,�[10 y��rs ago. A�tavity was probab�y more cflmmon short7y after the glaeier� retreated, but some act�vity �bviously persists to th� present. Periods of activit� tend ta occur ir� epi�vdes ds s]op� faiiur�e5 alter drainage and groundwater patterns and change th� stabi] ity of sTopes. The short observational period at Vail d�es not permit speculatian about whether the area is beginning a �eriod af slope destabilization. Inspectian Qf ol� aerial phatographs indicates that debris ava�anthe� have been com�an on the ' sautn side of the valley since I939. The qualitative informati�n � supparts the �dea that slope movement pracesses have been active dt�r�ng this cQntury. Therefore, a positzve, Qr "maximum-action" app�oath to pl��r�inq and mitigatior� is rec�mmended. The 51ope failures of May, 1984 resulted fro� an unusual �ombina'tion af snvwfa�l distributTOn and spr�ng �emperature trends. Neavy snawfal � in Nqvember and De�ember produced a deep snowpack even at relativ�ly low elevatians. R very rapid rise i�+ air temperature beginning an NEay 10 aceelerated the snawme�t and pr�aduc�ci widespread slo�e failur�s within a few da�s. The maps de7ineat� three levels af iaazard inten5ity: (1 ) high- hazard debr7s flow, (�� moderat�-ha�ard debri� flaw, ar�d (3� debr�s I av�lanche areas. These are defined as follnws: (1 ) High_ hazard debris flow -- Area subject to high er�ergy flaws pro�uc�ng large impact and depas��ional Toads. 4.imited structural cQntrol of f]aws �s �ossib�le but reinforcing exposed bui�ding �va� ]s is difficu�t due �.o ]arge impact and I depvsitional lt�ads. . � . (2} Mod�erate-hazard debri5 flow - Area sub�ect to Zc�w-energy �lows and debri� flaoding. Nlvderate impact and depositiona] ioads enak�le feasable construct7on of a wide variety of structural- de�ense measures. (3) Qebris AvaTanches - Ar�a subject to '�igh-ener�y avalanches. Reinforcing buildings is g�r�erally no� feasible except at avalanche downsiope limits. Earthen catching structures can be used ta stvp flaws at some �oca��ons. 3 — — i 1 . INTR��}UCTIOH A1�D STUDY LIMITATiONS �he 1'own of Vail is located in the valley of Gore Creek, a deep�y- eroded glacial va�ley that has been eut int� the Minturn Formatian. Unsta'b1e and potentially unstab�� s�apes are widespread nn �he valley walls and wi�hin many small trfbutary drainag� ba�ins as fndicated b.y the extensive debris deposits on the f�oor flf the main valley. Nevertheless, during the 22-year Mistvey of Vail , little debris flow or deba-is avalanche activ�ty has c�ccurred, Tw�o muday d�brts flows occurred (approximatel,y i970 and �978) , south of th� Racquet Club, a s�a�l debris avalanche accurred near the east end of the ga] f course in 1975, a debr7s flow accurred an the Mill Creelc Road, within the sk� area in 1983, and slope stability �r�oblems occurred ir� West Vail , [details unknow�n) , ' in 1982 and �983. The extensive slope fai]ures of May, �98� ger�erated over 40 debris ava�aneh�s and/or debris flows within Vai1 and the sur- '� raunding mountain area , and invoZved far more vr�lume thar� a�l �hos� that Ioccurre� in the previous 22 years. Several of the debris flc�ws of 1984 damaged pr�op�rt,y and could have �asi�y caused injury or deatf�. Uuring Vail ' s short h�story, debris flows and debris avalanches have been far more commQn ar�d destructure than snow aa�la�c}�es. The Town of Vail has had a snaw-a+r�lanche-zonir�g ard�nance that addresses and regujates land use it� hazard areas since the late 197�0`s, htew c�nstructi�n in s�aspected snow-avalanc�e areas is carefu]ly contrnlled by requirements set farth ir� t�he or�irtar��e. However, a sfmitar ordinance 4 i � _ , has not �een d�ve]aped for ot#�er geo�ogic hazards , even though they �con- statu�e as much or mare of a hazard than snow avalancf�es�. One r�a�so� for tfie lack of a hazar� c�rdinance has been �he lack of detailed maps that take recent cQnstructi4n inta account. This 5tudy was req�estecf by the Town of Vail in Jur�e, 1�84 ar�d 9s intended t.r� upda'�e previ�us haz�rd mapping �Mears, 1977). The pre�ent study U'�1T1Z�5 a�rial phvtagraphy obtained in August, 19$4. �his photo- grapf�y show� the Qxtensive new cons�ruction that has tak�n �lace during 't�re past s�veral years and enab�es the mappin�g to evaluate tF+e efte�t af construction on debris-flow and debr�s avalanche perfar�nanc�. The maps in Section 6 use this �ew photo base. S�ecifica�lly, the study addresses the fallowing: (a) Mapping of potential areas of debris-f�ow and debr�S-avalanche activity; (b} Subdivision of d�bris-flow hazard Tnto two leve]s of haz�rd intensity; (c) aescr�ption af the phys�cal character�stics of debri� flows an� debris avalanch�s ; (d) Di�cussion of the structural-control options available to reduce the haza�rd; and (e) Q�scussion of the causes {snow �nd weather ec�nditions) prece�ii�g �he �984 slcape failures. This study is �ir�ited to �vaTuation and ma�ping �f d@bris flows and debris aval�nches and is subj�et to the followtng specific ]irr�atations; � (a} Are�s subject to snaw avaTanehe, rc�ckfal� and a�l oth�r types of slope failures , water �1aoding, and variaus other nat�aral � 'i hazards are beyond the seope of thas study and have not � b�en inclu�ed as part af this wark; (b) The re�ults of th�s study, i�cluding maps and technical m�terial provided a� t�� text d� not preclude detail�d a�d si�e-specific study which is required for design of conLrol structures and other c�ntrol systems; (c) Sec�ion 3 '"Causes of slvpe instabilities"' can be used as a general guid� ta recognfzing the anset af landslides in Vail , but s�auld n�t be incorpnrated into a forma�ized warning system upon which operatianal safety �ecisions are based. (d) G�ological or metoeralogieal condit�ons or n�w construct�on may chang� th� likelihoa�, positi�ns, or p�ysica� character�stics af future slo�e fa�lures, debris avalanches, �r debris flows in Vs�l ; and (e) Additaonal s�udy a�d research on the debris-flaw a�d debri�- avalanche pheno�e�a, ar future obs�rvat3ons of events in Yail may affirm, negate, ar require substantia� revi�ians to the f�ndings of this study which include, but are nnt l�mited to, the pos�tians of ha�ard �ines on the map5. 5 . 2. �E�CRIPTIDi� OF T984 YRI� SLOP� MOYEMENTS �.1 Intraduct�Qn The de5tructive �andsTides affecting Vail in May, 1984 resu�ted from c�mbinatians of (1 ) soi� sli�s or other t,�p�s of slapc failure�, (Z} debris avalanches, and �3) debris flows. TheSe process�s cambin�d as illustrated below an Figure �-1 to prod�ce two distinc� pracesses, b�th reacht�g the valley and presenting a hazard to prap�rty and ca�rs3ng damage to buildings. In genera� the s�il slaps quick�y ac�elerated on st�ep slopes that sup- pvrted a wet sr�owcover and deve�oped anto debris �valanches. As i11�s- trated below, same avalanches stopped quickly after er�caurr'ter�ng gentle gradients , and some avalanches reache� f�o�d�ng streams that were responding to a rapid snowmelt-induced runaff. RFter mixing with flt�od- wat�r, the ava1a�ches remobil7zed as debris �lo�s, descended the steep tributary drainages of Gore Creek, arad reach�d alluv�al fans within the Towr� of Vail . The da�nage ta build�r�gs in Vail durang �984 was due entirely to debris fTows , all vf which formed in the manner described above. Other �roperty is exposed directiy to debr�s avaTanches ar areas of poter+tia� drbr�s-ava�anche activity. An understanding of soil slips, d�bris avalanches, an� d�bris flows is essentiai in order to map areas af relative hazard, plan or avoia developr�ent of land, and p�an defensive structures. 2.2 Soil STips and C�ther 1�84 Slope Faalures A tatal vf 42 soil sl �ps and at�her slope failur�s were i�entified thraughout Vail and adjacent mounta�n valTeys during 1984. The area st�died ineluded the main valley af Gor�e Greek and several sma�l , unnamed 7 � � k 1 I I ' � I l I aLOi-'L FAIJ.URL ,";. 1JL�3 i��5 Ati'ALAN(;Hl, -'� _._ 1 2 4� , �, AVALAI�CIi�; STOt'S AVALAP�C�iES t�IIX�� ' BELO'r1 �T1;k�P SL�F'f� WITH FL�CDING S'I'REAa� f � i � � i?�'�'.sR y;� FLC�i�[ r Cx;����.� � Ai�i Tf r��..'�Ct-f:�::, � I A�.i.U4'IAL �'Ail E � � i� �'TGUR� 2-1 . Sequences of ,�lope failures, clebris avalanch�s, and detrris { flows typical of tE�case in Vai� dtarin�; [''aY. 19Rt�. Ali slo� � � i'�.3.lur�s produced cle�ris avalanches �+hi�h were u�ry ciestruc- � � tive 1oca�3y� but raost stop�e� imm�:cl.late�ly b�3ow steep s�opes j � (sequence 1), A #'�w a+�a7.anchc:, re�ch�c} flac�_lin� �tream,. I quickly xe-mc�b�liz�ci into ci�tar�s f3ow�, �nr� ,1P�cende�i channel� i t�a reach tlevela�ed a�.lravial, fan:, (;,�quet�ce 2) . � I � i � ` I I i I � E � I � � I t g i i � � - tribu'taries, Boath Creek, Red 5andstone Creek, Buffehr Creek, and Mill Creek. �he other valleys were evaluated in terms of landslide/ debr�s flow pot�nt�al , but were nat active in 1984. as ncrted ahove and �n Figure 2-� , thes2 slope failures were a�sociated wit� all a#� tt�e damage in Vail , therefare we have analyzed th�r� in detai] below. �he distribut�on af events according to orientation o� slope I failure and re7ease angle is shawn in Figur@s �-2 and 2-3. 51ope failures �ccurred vn atl exposures (north, east, south, and west) , because 5teep slflp�s, potentially unstable , ]oose material , a�td water derived fram snowmelt are a11 pr�sen#� ir� most af the mountain area� surrounding Vail . � Most (24 out of 42} sTope failures wer� locat�� o€� an e�stern aspect (Figure 2-2}. This was prabably due to the �act that. � ]arg� area af eas� slope with th�n soils is present, �artic�larl� in Re� Sandstone, Buffehr, and 2 s�nall drainages in West Wai� . {�f the 24 east-facTng slope failures sl�own on �igure �-2, 20 a�turr�d in these 4 waTleys. Qne nf the�e produced a debri� f�ow that damaged buildzngs in West Vail , as discussed in Section 2.4. The s�ope failur�s were of two types: (1 ) 5-to-2D foot deep rota- tionaT snil failures , and (2) 2�to-5 faat deep soil slips. The de�p rotatianal fail�r�s all started on slopes of Tess than 30° inciination, at locations where deep packets of soil rested on bedrock. As shown ara Figure 2-3, anly 4 f_'V@it�5 belpng to �his de�p-failure category of r�lat�vely law-angle releases. By f�r t'h� most spe�tacu�ar of the�e was th� Booth Creek 5] ide that a�vanced tQ within 30Q feet of houses in the Bnoth Falls S�bd�vision. The Booth Creek slope failur� �gradually �Causes for slope failures are discus�ed in Sectior� 3. 9 I i � � I� I . I --- ---- _. .___ __ _ _. __. _. _. ......_,----.. , . �AST 20 � A � a � c�, �1-24 a 1� .�Y � 50CfTH '" ..: =� � ��_ z I30�TH - h�'j N T�3 _.. g,�� 3 - , p �_� 4 0 0 o Q o __ 30� �5 �3� 2z5 3 5 -=- o�z�v�°nmYaH (r�o�tn = o°) �t? F�GIJRE 2-2. �3ata callected an the orient�i.ion of �+2 Iandslide � � scarps �n the Vai.l ar�a indicates Lh+e ma,jor.ity occurred vn eas'L aspects. Yossible reasQns for this slope ,p�e- feren�e ara discussed in the text. � 1�' � Rotationa3, Soil S�i s Slidss � �a � w � � a � � S t�Tii r�=i2 ���13 � � I � �� N=3 tt=2 0 �`1 � ��'O z5° 3�`� 35° �l�° �5° 5a� ; . ���-s�.zn� sz�Q�� �r�c��; � FIGIJRE 2-3, These da.�.�. i�.lustrate tha d3.stribut�on of pre-slide F � slop� at�gles of the ��2 re�e��es. As di,cussed in the I� 9 text, the mQSt common failure o�:curred in Ioose � � col�.uvi.�,l mat��ia1, on �f}°-tc�-�t��' ,lo�s. � I � TO ; I � , � � i I ° � enlarged far sev�ra� days �� �ate May, �nd eventually involved approxi- mately 1Q,QaQ yd�-20,aoa ya� af �vil , rock, water, and vegetation. The faiZure scarp wa� mvre than 20 feet deep in places , roUgh]y 15� feet wade, and at lea�t 2�D feet �ong. Oth�r deep fafilures affecting Vail in 1984 intlude the western slide on Bald Mountain Road, the "I-70"' slide that blocked the highway, and a sma�l slope faiT�re within the ski area, Locatians suscepti��e tfl these deep fai��res are characterized by thick sails resting on bedrack. �he areas of deep sails w�re pro�uced by prev�ous siape mavements and by glacaal deposition. Th�se lacatians are distrib�ted throughout t�e val�ey of Gare �r�ek a�d its trib��aries. Water �ubrication (see Sectio� 3y is also required for t�ese slvpe anstabilzt�es, but locatians at wh�ch graund-water �low is concentrated in dm0Ufl�5 sufficient to cause slape �atlure� can�ot be �d�ntified and may vary fra� one year ta the n�xt. A typical de�p rot�ti�nal sloQe fai�ure is i��ustrated in Figure 2-4, Of the 4Z slape failures Td�nt�fied, 38 are classified as so�l slips. All of the saii s]�ps �ccurr�d on slapes of 30° pr steep�r. Inspection of the initial failure area, or scarp area in many of the sflil slips suggests that release voiumes ranged fram app�oximate�y 100 yd3 to � ,�Ofl yd3. Most reteases involved 2-to-5 feet vf �vil , rock and vege- tation, includdng mature trees which apparent�y did little to stabilize the slapes, A water-sat�rated snowpack was also dir�ctly involved in ma�t af the r�Teases, ther�fore th� resulting awalanch�s 4Section 2.3) , ��volved snow as weli as soil . A very sma3� �ercenta�e of the area that could have r�l�as�d as soil s17ps was irovn]ved 7� 7984. Stopes steeper than 30° that are over�ain with a thin, loos� soi1 ar� v�ry common in ll F �i -, . �.. i �,u,; �,t!.a�r�` 4: ' ' .��. - . �' 1 I 1 g �� ��r�x� P f ',r ", �•' , .,i � .��' , .�; + '��� .�•4 • �``y'�'� r �C�` ��.y p '�`��'�" � Y•r�'S� . . � , r� n� n s ,+^X� ,J k,',�,_ � '. . ' �, "; .3 r. , , ' r y ��,. •�+ �'-s'q�� •� `�"-�}�*`��� '^�: s ! S,�Y ; �.,�" A��y ��v ~ ;s� � � � � � :: R -'�wFY.t+p�tyk�-. � . , . �'+ .�`��+ 4 O � ..n� '� � ' t. !� M : . � K .� � . 1, �^ �. }v k� �a��� �, � 's � ;��„ � ' je��'� � - 1 1,�i, yi �,,,���_� ""4 f`� . � �• s-4�'. �., ►,. , ti r '4 . , , � S` � � 4 �1.. ..,.��i'" '�`�� { f. r i . '!�� �i � �1 ��' . � ��t' �S� •� . �{� � �j f, ;. � �� ��� ,(y'�[3° '�I,�A��• , x �w � ' � .w 9'W .,�� � ,� ��~`} �y• `������' �I ��.�.. ��d �' �i �`�- �j. �� �� jfti . 7S7"=r j �i1.�'i �I�URE �-4. The rotat�onal faiiure shown here is lQCated �n a s��th-facir�g slope at 9,400 feet eleva�ion abr�ve Ba�d Mauntaan Road. The scarp dev�Toped on a �0° slope, is approximat�ly iq feet deep, and ir�valved raugh7y 5�0 yd�. �"h�s event became a debr�s aval�nche a�� debris fTow that reached �ald Mountain Raad. � � . ,,� Y `-*��.� a � �- �� - � � :�.�.. �,.•. t�.fi -�r�*�" � e. � A �'F "� G'�wa � ,' �d�' "�� k Y�J' '� yr�x � "�. _ q � �'� �ni a�r��'"#l �,aA�,!�. . . �IGURE 2-5. Th�is sail slip . ����' �`'�'�� <� : . � �.. Y��.:� ,P �J ab�ve Cham4n i x Road i n YJest { a' ' �'� �" Vai] i s �oc��ted an an east- �. � � ,� ;,� ,� �� facing slot�e at 9,I�0 �ee�. � .,:; ," Y � ,��,,�,�,, ��. �„ � . The scarp was about 4 feet � � �,� �� -��;-_ : ' . . ; w deep and invo�ved abo�t �$, �a _�``����* � Y :�'� . � � �.�� � �; � . , � :�. , 200 yd� of mater9al . The � ���ry�'� ' , �* „� .,,i � ' ,; � ;;� ` -c� . ,�► �� , , � � ,���r .� resu�ting avalanch�e entrained �;�^ ,��.r � ; r�� ��`-'���, ;`�`.� _ �r�ow, soil , rack, and trees �� ., �'.f�' '� � �r � . " �` , as it descend�ed 5fl0 feet ta R.; ��� d����"'��' ',�,�' � ,�,,"x R �.*� a small , flooding stre�m. s,= �� ;:� r s� � �'�'� ,�`� ��� The resulting debri s fTow �v;�'��� ���' � � �y°��' � Y � �' " �r°�� caused exten�ive damage an ,"���������` �r • ��, ` � ` .'_��. the al1uvial fan. �' ` '� " �;�,��*�� s� �„` ` � �;� �� ,���.. °` ,,�,�,���� * �°�'� e �,r�{ ,�°���i�� �` � .� � s � k P � i'"' � .'h�.�� � S`�' ""4- y �3' �� �, � �� ���'�� � � �..� . �� �� ��� �z �'�� � ���� , . r� . . , . .. .. ._.. P'.�� . . r the Yail area, thus future sojl-siip pote�tia] i� w#d�spread. A typical soil-slip is showrt in Figure 2-5. 2.3 Dyr�a�ics r�� Qebris Avalanches � Debris avalanches deve�4ped �mm�dia�tely below slope failures and acce�erated quick�y Qn steep slopes. Insp�ction af the height to �rh�ch �a�ne avalanehes aseended adver�e �lv es su ests eak velc�cities ma hav� P 99 'P Y been 20-ta-30 mph. app� 3cation of the equations of ki�em�t�cs cc�nfirms that such V@�OC7�1@5 coulci have been reached on steep s]opes after a running �istanee r��' only 1a0 c�r 200 feet. Thereft�re we conelude that the �ebris avalanche� reached peak welocity in a relativ��y shc�rt distance, These high-der�sity debris avaTanches moving at 20-tc►-3� mph wouid hav� produced impact pressures af 3,a00 to 5,�0�1 16s/ft�, easily sufficient to �cour the ma�rntain side of trees, soi� , a�d r�ck, and well bey�nd the practicaT design li�its of buildir�g tonstru�cti�n. Inspection o� the fai]ure scarps and avalanche �racks shQrtly after they €�ceurre� rev�aled that 5Di1 , ra�ck, and vegetation, includ�ng mature apsen trees were incorporated into the avalanche. in most cases the adjacent und�s�ur6ed h�l �slopes supported a snowcover aft�r the avalanches rel�as�d (�igGre 2-6}. This support�s th� idea that snow w��s incz�rpvrate€� #nto the av�alanche and prabab]y a5sisted the m�bi�ity of the events. MoS� avalanches entrained additional materia� and increased in volume during de5cen�. Sic�pe �ailure� that generated debris avalanches g�nerally �ccurred c�n the slapes af 30° or st�eper. Such slr�pes are common belc�w the prominent sandstan� and l�mestone outcrappings af the Minturn Farmation which are located 40�-to-2,O1�0 feet ab�ave V'ail . A,t many �acations 13 �� � i '� rt: ..�!'4 � �`�� :r ar 4' .P_'_.,.: �`f a". *t.. r �y.: `�• `�,D.. � ., : .`�,-, ti, .- �.. t � ` �e, � , h t� ' .� � � ` �.� � � � ;� �, . ��' ' � #i �t ,a ��� ��.ak if`� 4 � ���Y!i .+� {�! . � ��� f , "� � j j'�1L9'�.�'.�; . ��,, r����� �_ -. �F �� i $�_� �� 4 4� ;a �'' , ��� ' �� �'s'� : .�� '���� � 'f �r p< _ ��'��i"� ��� ��: � � s � i4��TM � ��"Vt ,� k , ,y yp� � .� .w ,? ' � _' .1 �i.'., �. � ..��`?� ..:,� • ,` e: ' ..:..:' ,. ��::>:.". .'.. FIGlJRE 2-fi. Thi � det�ris ava�ar�che was generated by a sQil slip, descended a�proximately 400 f�et, and sta�ped after advancing la� feet o� a 7° slape. 7he avalanche involve� snow, rock, �ud, and veg�tation, includiny asPen tr�es up to 70 years a�d. The er�tire area is expfls�d to similar avalanches. An old aval ar�che scar i s 1 ocated at the �eft of the pF�ots�. ,....��„ �.., � _._ ___ ��`ul�' � � . �ss' ��� 1 -�s.�;;� �" �� � .� � ��; I� �� �� $df 4 � g: '� �p�.��-� ., ��i. ��...�F�� �� � / � 1 .,�" ;����'}M� •�f�;: f' � �� :_.* " y � . ,' _... � ,r ..y , . t � _ �.� a i'*. � FIGtJRE 2-7. T�e fres� scar shawn in Figur� Z-6 fs ��cated just to the right af cer�ter in this photo. A �i�ch larg�r old scar that begins wel ] above t�e Zawer c�iffs is Lo the left �f center. ���]�^15—c3V��d11CI1� areas in Vai� begin above and F��l�w the prominent lower cliff o�rtcr��s . i debris ava]anches can beq�n b�1ow tMe lvwer outcrop� (Figure 2-��, f�t�er ]aca�ions praduce debris avalanches at higfrer e�evations tha� descend thra�ugh and over the �ower cliffs (Figure 2-7). After the forest � cover is d�stroyed by debris avalanchi�g, an area is much more susceptible to snow avalanches. The large debris-avalanche track shflwn in Ffgure 2-7 produced a wet-sn�w avalanche �hat reached Gore Cr�ek in May, i98f}. Despite their gr�at d�structive potential , debris avaZanches u��al�y stap quicicay in the runout zane, pres�mabTy becaus� �f large frictianal forc�s yen�rated within the coarse jumbl� of tre�s, ro�ics, mud, and sns�w. The runout distance is highly varia�le and depends an friction, velt�city, and runout slope, all Qf which vary considerably from one event to another. ��na� p�anning and design must carefully Gons�der debris-ava�anche potential on a site-speci��c bas�s. 2.4 D namics o� De6ris Flows The dynam�cs c�f debris flows are compliGated by the fact that f]ows t��ve strength and can transport cp�arse mat�rial similar t� landsltdes but can alsv fTaw as l�aminar ar turbu�ent fluids. Strengt� and flvw characteristacs are both strongly controll�d by particle siz�s, water cbntent, chann�] roughne�s and gracEient, and combinations o� th�se and flther factQr�. The discussic�n of debr�s flows here is limit�d to b�sic ' aspe�ts �f the f�aws that were us�d in delineating hazard area5 tn Vai3 . i3uring May, 1984, �ive debris flows accurred in Vail ; all af these damaged public or pt°�vate property lnc�ted an al]uv�al fans ("debris fans°) , upon which the ro�ks, mt�d, and veg�tative r�aterial was de�as�ted. A]luviaT fa�s are located at tt�e i�t�rsections of tributaries with Gare Cre�k, and many ar� extensively dev��opet� and/or are �rTanned for I5 � - — --. . �I . future devel�pment, pue to the high �evel of ex,po�sure, tf�e ha�ard fram flows exceeds that of debris �valanc��s, how�v�r, damage anci hazard potentia� from debris flows vari�� canside�ra�ly with lpcat�on. In ma�ty areas struetural mitigataon (trazard reduction) �s poss3ble when the physical characterastics �f �he proc�ss as carefuTly considered �r� des�gn. The terr� "debris flow" refers to a discre�e event or series af eve�tts of short duration tn which a rapidly-moving p�aTSe of water, mud, rocks, and vegetat�on travels down a hillside or stream ch�nnel . T�e flaw maves as a viscQUS or turb�rlent slurry wath a distinct l�ad�ng edge. The iargest r�ateriaTs , incluc�ing �oulders several feet Zong, are often trans- pc�rted near tf�e fronts and upper surface� af each pulse. ��ris eharacteristic causes flows tp k�e very �estructive up�n ir�paet. Debris-fl�w velocities vary can�i�er-at�ly, deper�dir�g o� water-to-s9lids rat�o, Ghannel roughness �nd grad�ent, and other factQrs. �he most destructive Vail flaws descended char�nels of 10°-to-24° gradient �nd appeared to have high water cor�tents. Velac�ties in the ch�nnels were nat measured directly, but calcu]ations based on evidence �e�t in the channels indica�e they were in the 15 mph-to-2� m h rarr e within stee channels. Qne hi hly-fluid p 9 R � debris f�4w observ�d desc�nding inta Boo�h cr�ek was timed at approximately 20 mph, The �arge variabili�y of �o� id�-to-water ratios and grain sizes passibl� in debr�s flows s�rongly contr�l ve�ocity. �'he massive Booth Cre+�k f]aw, for example, did nc�t exceed wallc�ng speed in the main channel , and usually m�ved at ]ess than 10 f�et per hvur. The massive vo�ume of rack and mud si�ngly did nat cantain su�'ficient wa#�er for fluidization, 16 and t�e solid material stopped at the canyon mouth a� floo� waters frbm Boat� Creek drained thr�ugh and around the ma�eriaZ . The s�aller flows contained m�r� water p�r un�t volume and emerg�� from the canyons �top �f a�Tuvia3 fans) at velocities �ufficient to carry mud an� rocks seve�al h�ndred �eet inta buildings. Small f��ws a15o produced more than �ne distinct pulse. This was probabZy due to repeat�d debri� avalanchi�g into the channels. 5tructural damage fro� debris flows results from �rosi�n, dep451tifl�, i�pact, relacation of structures, and f�oodin�. The slow-movi�g ftow� (such as �oflth Creek) , wil� not prod�ce s�gnificant �mpact loads, but can deposit against s�ructures pr�d��ing large earth pr�ssures. Severe structural da�age and d�nger ta residents is mare likely with the high water canten�, high-velocity f�ows. ��ese f�ows tend to scour �hannels, grow in mass, a�d �ransport large boulders for �ang distance� onto a]�uv�al fa�s (�igures 2-8 and 2-9). T�e structures are exposed ta impact and depositianal loads cQnsrtderab�y in excess af norma� s�il loads. Debr�s floods also accurr�d in the channels a�d on the alluvia� �ans. The floods ar� af much �ong�r duration than debris filows and tend to erade �hannels into the recently-depasited mud and rocks a�d transport this material long distances dawn the aTluvial fans. �he ne�ly-eroded chann�ls wil � not nec�ssari7y folZow o1d channel a�ignment5 beca�se the previous debris-flow puZses cammonly fiil and blvck previous channe] s, causing both subsequent debr�s flows and floods to foll4w new a�d sometime� undesirable paths. The Vaia events af 1984 produced a wide variety of slape-m�vement process�s at some locativns. Sail sl�ps or o�her types of slnpe �ailures 17 ' P��� ,_T' �� � - � ,.r. ���e � ,�, `.��� .�.1'� ° �*�' � A .� � `'�µ:P,�` `,, � � �� i x Y.t��,. � . P ����� �!'-'t'� • ''�� }��2�' � ' �. ��T . ;`y � f '`_�t ���e��•S� ;� r ; ).� �� / 1 -:�;�a r � �? .. E � �� �'F �A1 �i � Z !i��. s'yJ+; !•� � . . '�- .4��y��� Yt� + ,�� . . t $.+i���}'1d�.�+�_ � � �. ., • . ��� ����� .,�.r��.:ay� ..� f�, �r v ��� �� i.: �r` �� ��;�4�r ,+���'� '�sC� . "�,� i�' �.r * P'�°�+' ••i y;, : ' .,� �} .. � � . . � ^� - ��rr ��.'�.C, { - � y' +1�. \�• �✓ � �+�:�N:y,# ( 'A�� ._ I� � w +'.�,s.,,.- j ��. � s.. � ,�y T' ���' ��� �,!�A���Ii+', 3� � ,y� " !',� +Y i! � ,�r , � �:� r,� =�'�"�;� . ,�R'.f,;� � ,�,,. r ��•� � �'�.��.'� 1�,.,r i+�. i ;i� pt� ' ':r r .�. ,�m s* � _��� ��K� .�.. �"���t;,��,.�r'�'�;" t J .�-'�'°r..riLVf '1L'��'iY�4. .��,. __ ... - FIGU�E 2-8 . This cf�annel sh4ws �h� affect of �rns�on by a debr�s flow. Vail flows typical �y scoured channels and increased �n ma�ss d�ring descer�t. Study of the �atera] �QUndaries ind�cates the flow was 6 to � feet deep and was advan�ing at a r�aximum speed of ]5 to 20 mph in stee� sections of the channel . � � '��. � �� � i, -.� „ � ,�, �. '�� "`��'y � . F ,{ ��� ��y � � � � � � � � +�� l�. � ��� �� x `� *. . � � �. �`� � � . - �.' :rl.:� ��� �� P� � d � �' ���� i ,..F* k ,` ! � .'i, �y S � �. � `'':. k !1 : � 1 Y � � .�i�; '�� � t�„�.! i,� �t'S. y� ,.4 �� �.• � ._ �� .W:� t ��1�a..~ L�%t # i ,TS .v .<.._�:�--�`�� ��' �� '�'�r .� FIGURE 2-9. Debris filows can be v�ry destructive and are capable of tr�ansport�ng larg� rac�ts long distanees nn gentle gradients. This �low remaved a forest a°� 7D-year-old aspen trees and tran5parted rocks as large as lp feet in diameter on an $° slo�e. Uebris-f�ow deposition camr�only re]acates stream • cF�ann��s. inuariably generated h�gh-velacity debris ava]anches. Wh�re significant avaianching dep��ited inta fl�vd�ng stream�, debris flo�s dev�loped and reached t�e alluvia� f�ns, da�aging structures. 5ubs�quent �3aoding in channeZs af��cted by d�bris fi�ws dispers�d th� �ewly-dep�sited � material , f��odin� dOwnstream 1oc�t�ons with water, mud, and sm�ll buulders. The a�luvial fans are ��ear euide�c� tha� debri� flows haue accurr�d in the va�l�y of Gore Cree� since the m�jor g��ciers retreated some 15, 0�0 t� 2D,QD0 years ago. I I I 1� I 3. CAl1SES OF 1'�84 VAIL ��.QP� I�E5TABILITI£S 3.1 Fn�roduction 51ap� failures during the spr�r�g �f 1984 w�ere fi�r mare abundar�t i than during all af Vai� 's previous 22-year histary. Because 1984 was �i unusua� , this sectiQrt addresses ttte follawing twa quest�ans in an attempt I to identify the causatiwe factors: (a) what was ur�ique about the 19$3/84 � I� season? (b} �an ar�y patterns be recogn�ze� that could give warning in I� future years? Because sinowmelt was c�early involved ir� aTl Vail la�ndsli�es, we have examined the snow�all , �recipitat�an, and temperattare siata i n �ieta i 1 . 3.2 5nowfa]T and Precip#tati+�n Figures 3-1 > 3-2, and 3-3 pres�nt snowfa]� , water equivalence, and precipitat�on data from Vail Ski Area patr4l headquarters (Vail PiiQ at 1� ,250 feet eTevation), and £agle airport {�ag1e FAA a� 6,597 feet ele- vat�or�) . The data are presented in t�rms of monthly summaries �ar the °'snaw season° of November through April , a 6-month periad af particular sig�neficance in terms of May snow�e�t-ind�eed s7op�e fai�ures. �ar eac� � mont�t the 19$3/84 data are �hown �o the left (crt�ss hatched) , and the I'� average monthly value is shawn to the right. Accu�ulated snvwfalt for NDVember and December at Vail PHQ both exceed th� long-�erm average by a wide margin. Water equivalence (prec�pitation) within the snowpack also far exceeds the December average {11 .5 inches v�. 4.5 inches}. Nc�ve�ber data an precipitation are not i I �p � ♦ a I I � . j I � . I I ��� f 4 S ` I � ItONT}i�Y ACC�JML?LAT�:D SNOWFA�L ! � I VATL �� -- ].2.2�4 ft. �:lev. � � 15� � � ; . � - � j V] 1 �� 100 I � � H � " J � � ,�y> • a i � �� I � � �i ' I , IvC�' 17�,C JAN �'I1E 1'AR APR , I, , �'IGU�i� 3-1. Accus�ulated snrwfall by manth at Vail i'�i�,, T'�e 1Q83/�34 snox ' I se�.son is cross hat�hed; mean v��.ues a�re cUm�arec�. 1� 1 i � �C1�1Tk�Y ACCll1�:El�.,AT�D �'E��:(:I.i'ITATIC;3 10 YAI� �'}{Q _-- 11 ,2�C? #'t, �:�.ev. . � c� � � . -� DEC JA:1 FE:'r� i�'.�',R A� F`iGURE �-2. Ac�;umulated }�r�cipit�tion by manth �t 'l:�i1 F'�iG�. The 19���84 snow seas�n is cross h�.tr.hed; m�:an val.ues are r.�r���rPd. � ZI I�� — —__ _ _ _ --- — . I I � I 4 .__._ . ..-- -� -- ------�----. _____—.___R_ �. ._____..._ _...---_ - ------ .._.... _ � . . _ -- - �---., _ . . . . , �.0 I �•'� Mf�NTEiLY ACCU'N!!ULATED Ftti�CI�'ITA`TIQN :i: EAGLE FAA �- 6,4q� f ti. �,l.ev. _e � r�x 4 " 1 �� �,ur � ���Y P \ ` 1 � N0�' �J�,'C JA�' F�:f3 t��A�i APf� I FIGUR� �--3. Accurnu],ated pr�cipit�tion by r�onth �.�. :���le FO�A. Th� �983f84 seasan is cross h�tehed; mean values are eomr�ar�cl. I 4 � � � I � I � ! � , i 22 � avai]ab]e, but judging fr�m the snowfall and pre�ipitation ��rrespandence over the remainder of the season, Navem6�r precipitat�on would have alsa b�en far in excess of average at Va31 PHQ. Fig�res 3-7 and 3-2 �learly show that prec�pitativn feTl early and was e�c�ssive at hig� elevation in the Vail area. T�e m�nth� �f January thrp�gh April wer� unremarkab7e in ter�s af precipitatian. Aecu�ulated precipitation data at Eagle FAA pravide a cflmparisfln at a low elevatTOn (6,�97 fe�t) statiQn. As expected, pr�cipitatio� is m�ch less tha� at Vai1 PHQ, but was exceptivnal7y heavy in November and �ece�ber when compared w�t� the average. T�es� ��ta, when eom�ined with d�rect abservatians uf �he Coiora�o snowcaver Tast winter, sugge�t that the precipitation patterns were unusual in the folT�wing ways: (a� eariy-seas�n �nawfall wa5 h�avy and contained an unusually �arge amaunt of wat�r, and (b) precipitation was heavy at low elevations as wel� as �igh elevat�ans. A1� Vail slop� failures started betw�en 8,40� and T�,OaO feet e�evatian, midway withi� the elevation ra�ge represented by the data o� Figures 3-1 , 3-2, a�d 3-3. Thus �ands3ide areas alsa received unusually heavy precipitati�n earTy in the season. Many �lop� failures occurred when the snow w�s sti�� on t�e gr�und (Figure 2-6) , and others were near the rapid]y-reced�ng snow�ouer. 3,3 Temperature Tre�ds Trends in air temp�rature str�ngly affec� snowm�lt rates during the s�ring thaw, par�icu7arTy after �he snowp�ck has already reached the melting tem�erature throughout. May temperatures are partic�larly important within the Vai1 stud� area �ec�use �nowpack temperatures wil ] 23 hav� rea�E��d the meIt�ng point at the 8,00� faat ta 1Q,OD0 fcrot elevation. A rapid w�r[�up prvduces a�celerating melt and �verina�s the soils with water, inducing instabilit,�. T�is prob�em can be serinus �n May when sails already cantain high water levels due t� snow�elt earlier �n �he spr�ng. The spring nf �984 was general7y cflal in the VaiT area until the second week �f May when tempera�ures r�se abruptly. The �udd�r� teropera- tt�re increas�s at VaiT and Leadville are �11u�trated in �igure 3-4 and �re related to the timing of destructive slo�e fa�l�res and debr�� flows at Vaii . 1'he temperatt�re increases are stri��ing when related to 32°F. , the te�n�erature above which the snow�neit rate �s accelera�ed. The Leadville temperature data is tak�n �rom an elevation T ,704 fee�t hig�rer than t�e Vail data and may better represent temperatures near t#te la�ndslZde source areas. Inspection af data frc�m previQUS years shaws that sudden temperature increases af the magnitude occurring in T984 (Fi�ure 3�4) , are ve�y unusual . GeneraTly, t�mperatures increase much more graduall,y dur�n9 Ma,�, thus snowrne�t and so�1 water cor�tent also �ncreas� gradual3y. Ma,� of 3984 was clear],y u�r�sua� Zri two respects: (a) �e�p snows with unusually high wat�r cantent c�vered l�w�elevatian sl�pes, ar�d (b) spring begar� with a rush of high temperatur�s during t�e s+�cond week �t hiay. One other factar often mentioned as a possible ca�se far the �984 landsTides is resid�al high sail moi�ture content remainin� �rom the 1���J83 seasan, also a wet year. We are uRable ta evaivate the im�ortance af this fac�ar in producing the r�cent slope mov�ments b�cause data �� I � V�i� �ebris Flo�s � � 60° i�j�an Daily Tempe�atur�s at Vail -- $�2�� ft. �Qa .-, � 0 ._.. r� � � ��4 � �; � - - �20 �oQ j 10 15 20 25 3d I�iAY, 19�1 t�ea.r� Daily Temperature;, ��o at Leadvi3le --- 9,9�8 f�,. � � 0 � ��o � ¢ � - ��� �`; 3'0° 2 Q° � _ o. 5 �� �5 2� �S 3� P��X, i 984 FIGLI�'r� 3-�F. 7ncx�e�ss� in mean d�i.ly a.ir. t�r��p�ra.ture� at �+;�Il ��nci S�e�r3ville �re relate� to tt�� timin� of destxuctive clebris fl.�aw.t;. Tne: Leadville temperatures are taken from an e3evation {9�93� �t) sir�ilar to the upp�r slo�e-failur� el.ev�.tions. S],ope failu�e, anc� df:br�_:� fl�ws cic�se�ly follasr ra�id incre�,ses in air �.emperatu�e. Z� �i I on soil water cor�tent in th� lands�ide ar�as ar� nat availab�e for 1984 � I or any other y�ar. �`t�us ca�nparison� could not be made. 3.4 Pred�ction af Future Periads of Slope Fai�ures �ata �ares��ted in Sections 3.2 and �.3 identifTed two factars as being ur�usual durir�g the 1983/84 s�asur�: precipitation pattErr�s and temperatur� trends. Tr� order for snowmelt-indtice� land�lides ta occur, both a�e necessary but n�ither factor is su�fieient by itself. Heavy snowfai� , even at r�elatively law elevations in the Vail ar�a is r�iativ�ly cvmmon. Niany years will see � snawcaver exten�ing down to the 8,5D0 foat-ta-9,OU� �oat leuel we]1 into MCay, even ar� sauth expasures. This f�ct alone is obvious1y n�t a sign that widespread �andslides are abaut to occur. iiist�ric�l�y, heavy snav� years have not been associated with widesaread slap� failures i� the llaii area. Rapid air temperature increases are probably also much more common than landslade episodes. �It�weve�^, t�ey may occur at times when they do not have a critieal effect on soil moisture or s�owme�t. For example, rapid warming trends could occur during years vf 1i�ht snowcover, or after m�5t of the snr�wr has aiready meTted, ar perhaps pri�r to the time w�en the snow�a�k has re�ched the meating p�int t�rougho�t. The data accum�lated in �his study suggest the fo�lowir�g condit�ons favor a p�riod of slop�e instability: (a� A relatively l�w snawlin�, {8,Q00-ta-9,OD�D feet el�vation, depending on expasure}, during t�e spring warming �r�nd; (b} Narm�a� �r belaw�norma� spr�r�g tempe�^at�ar�s �fo�lawed by several consecutiw� days �n w��ch the mean daily temperatures are 15°F- to�20°� above freez�ng �e.g. , Figure 3--4) ; �fi - i (c) Conditions "1 " and "2" ar� both satisfied arrd small , steep drainage basin� are running at flood stage. This favars pra� �uctic�n o� debris flows that may r�ach popu��ted areas. Historicaliy, rainfall-induced landslides �av� nat bee� a problem �t Vail . Intense rainfalls aver high mountain areas near Vail are g�nerally th�ught ta be unlikely; �los�d p��ks are usual]y associated with snowmelt, rather than precipitation. Howev�r, we must recq�gnize I that aur observati�n ��ri€�d is short, and that rainfal�-induced flaods, landslides, and debr�is flaws may be possib�e here as they are a� many ! lower e�evations. Furthermore, ra�nstQr�� and g�n�ra��y wet w�ather c�early can persist far several c�ay� in the Vai ] area. Tfi�e possible cor�bination of rain#�all and sn�owmelt sug�ests a fina] causative factor in landslide initiat�on: (d) Prolanged or intens� rainfall during the period af rapid snowme�t. We must reit�rate t'hat the causative factmrs d�scussed here ar� tentativ� and are based on the limited data and short time period avail- a6Te to study. New infflrmation may b�c�me available or fut�re condit�ons may change such that our cancZusivns are affirmed, negated, or madified, i 27 I �i � . 4. HISTORY ANQ RROBA��LITY pF SLOPE ��VEt�ENTS 4.1 Pro�ab�Zity and Hazard Ev��uation Nazard evaluat�on, a� commonly appTied t� la�d planning and engi- neering de�isions, usually inv�lves a statement �f probability. The degree af risk to life and property may th�n be q�ant�fied in ter�s of "t�e 1�Q-year flood," or "the 5�-year avalanche," for example. The above examples represent 1 p�rcent and 2 perc�nt annua� probabilitie$, respectively, pro�ability statements that r�qu�rE the flaads and ava- ianches ta be statistically independent events. Events of � given size - are ass�med to be rand�r�ly distribu�ed thro�g� ti�n�. When risks can be �uantified in terms of annual praba�ilities, a range vf Zand-planning and er�gireeer��g decasiafls can be 6ased on cost camparisons and pub] ic saf�ety. Qne may, for example, pratect fram a �0-year f1QOd and a�ccept the risk fram a l0a-year f�oc�d. S3ape failures , debris avalanches, and debris flows are nat statisti- eally independent �ev�nts. The Slope failures of on� year may tend t� d�stabilize adja�ent s]opes by �changin� water �low patterns ar stress distributions, for example. In contrast, this year's landslides may increase the stabi�it,� by remov�ng prev#ous�y �e�astable r�a�eriai . Slape fai]ures tend to be �p�s�dic yn nature, A prolonqed periad of stabi�ity may �e fnil�wec! by a period of 1and��id�s and avalanches �several years Tr�ng. The probability of a Vail debris f]c�w may have incr�a�ed or decreased during the past i0 or 2� years. 8ecause landslide risks car�n�t 28 � i , be q��ntff�ed in ter�s of probabil�tys two approaches to de�isi�n maki�g w�th regard to mitigatian can be identified. (a) The "no-action'" appraach. 7�is assumes that d�bris flows or debris aua�anches wii � not occur during the p�riod �f int�rest, vr that n�thing practical can be done ta mitigate the haza�d. (b) The "max�mu�-ac�ian" aPRr4ach. Thi� approach �ssum�s that the hazardou� event wili Qccur dur�ng the periad of interest and actiQn i� taken to redu�g risk and damaye to an acceptable leve] . In v��w �� the des�ruction �ram debris flow5 and debris avaZancMes during 1984, the similar climatic, �ealogic, a�d �opographic setting throughout m�ch �f the areas identified as pote�tiai haz�rd, and the phat4 i�terpre�ation discussed b�low, th� maximum-acti�n approac� is justzfie�. Quantification and reduct�on tif risk consi�tant with t�is approaeh is �i�cussed in Section 4.3. 4.2 Ph�to Analysis of Slope Failures Since �934 We have extended the 22-year h�storical record in Vail hy in�er- �retati�� of air phot�graphs taken in ]939, 195�, 1962, aRd 1974. This study enab�ed the h�stary of slope fai�ures �o �e ext�nded �a 45 y�ars. �nly on� debris flaw was identified during t�is period, a smal1 event i� �est Vai� that �ccurred betwee� 195D and 19fi2. Hvwever, at l�ast 2� debris avalanches were identified �n the heaviTy-timbered $outh s�de of t�e va�l�y. At l�ast two �f these avalanches began at upper el�uations {r�ughly 1�,O�b �eet} , and desc�nded over t�e l�me�tone cliffs to t�e valZey. Many mor� d�bris avalanch�s began �elvw the lim�stone cliffs and �ese�nd�d to n�ar the present locatians of build�ng5. �s Perfodic�ty, or annuaT prababili�y o� d�br�s f1�ws and a�a�anches cannot be estab]ished fr�m thi� informat�on, but �he phota interpretation does lead tQ the fallawing c�nclusi�ns: (a) aebris avaianch�s have bee� an act�ve pracess below the lime- stone cliffs dur�ng t�is century; �b) Major d�bris avalanches can begin abov� the e3iffs and d�sce�d to the val ]ey floar. 7�ese flows wer� very destructive �a trees; (c� �ebris ava�anches have been mare cor�m�n than de�ris fl�w� during the past 4� y�ars. StrQng qualitative evidence exis�s that debris ava]an�hes and debris flows are active processes in the Vail area. Ad�itional quaiitativ� information that supports th�s contentio� is t�e fact t�at �he l�wer ���p�s on the sout� s�de af ��e valley support aspen forests w�ich, in gen�ral , are less than a century nld. At many lacations the Zarge aspen sh�w clear evidencs of impact with solid materia� simi�ar t� damage from d��r�s �r snaw ava�a�ches. �ur�herm�re, many locations sh�w downslope patterns which are devnid of trees and 5aplings, suggesting the the root systems �f the fast-growing aspe� were destroyed. Inspection of t�e �984 l�ndslides rev�aled the great �ro5ive power of debris �valan�hes, As n�ted ab�ve, a�l of the qualitative da�a sup�orts th� maximum-act3on appraach t� decision making witn r�gard ta mitigation of these hazards. 4. 3 Hazard Quantificati�n Because the available data does n4t permit establishment of a magnitude vs. frequency r�lations�ip, but does suppnrt �he idea that the processes are actiVe, a maximu�-action approach is suggested and can be def�ned as follows: 30 (a} pecid� ta �lan and des�gn fa� max�mum even�s; (b) Determ7ne, from geo�ogic evid�nc� su�plemented by mat�ematicaZ modeling, the downslape 13mits of the debris fZow or avalanche, �c) �esign for an event that wou�d match tfie prevYOUS maximu� qerfarmanee. Detai7s about how pro�esses are to be �uantffied, and selecttoro af mitigattan options are the subjeets of site-specific studies in each particular area. General approaches to mitigation are disc�ssed » SectTOn 5. 31 6 5. STRUCTURAL PRQTECTIQN �� BllIl.'�INGS AlV� FACILITI�S 5. � Intrvduc�ir�r� and General Information I�itigatian, or protection of struct�res can be achieved by avoidanc� a�' hazard�us areas (a nan-structural , zonyng measure) , �r b,y structura� techn�yues �ntende� to stop, divert, or oth�rwis� divert �he energy af debris avaianChes and flows. Both types o#� m�tigation have associated cv�ts. Avaidance of hazardous areas 7nvolves nan-use of land that could atherwise be developed at � profit. Structural protection �nvoSves design, co�struction, and maintenance costs, Decisions a��ut use fl r avQidanc� of hazard�us areas requ3res quantification uf ti�e c�sts and risk �nvaTved. This sect�on reviews the physica� characteristics af debris avalanches and debris f�ows and addresses how kr�owledge af these characteristics can l�ad tn desigr� af struct�res. 5.2 Debris-Ava]anche defenses The characteristics of debris avaTanches, part�cularly th�se� of M�y, 1984, are discu�sed in d��ail in Sec�ior�s 2.2 snd 2.3. The ava�anches were eharacterized by m�derate velo�ities �pr�abab�y les� than 3Q �ph on �t�ep siopes) , very high (c�netic �en�rgies, and relatively �hort runout distances �relative to debris flows and snow aval�nches). Inspection of the destruetion debris avalanches haye caused clearZy indicates tF�at th� k�neti� �nergies associated with flow is very high, ane easily ex�eeds tt�e �ir�its normally-canstructed buildings are ab�e to absorb. 32 r As shpwn in Figure 5-1 , the pressures increase very quickly wit� velncity. Normaljy �onstruc�ed �uild�ngs wauld su#'fer sc�me structural damage even at impact ve]ocities r�f 5 mph. Furthermore, specif7cally de�igne� buildings can prot�ab]y not be ecflnomicaliy bui�t to with�tand impact speeds af m�eh more than ]0 mph,. 5peeds u� to 30 rnph are possible nea�r the base of steep slapes, but debris avalar�ches decelerate rapidly with distar�ce into the runout zone. Because debris ava�anches produce such extreme pre�sures reinforce- ment of buildinq walls is probably not a feasible defense alternative except r�ear the dawnslope margin af the runaut zone. In some cases eatching dams can be built which wiil force the material upward, resulting in a shortened runout distance, The required he�g�t of catching dams is also reiated ta ve�ocity as shown in �igure �-1 (B}. For example, if an �arthen dam has 1'2.1 side slopes, a friction coef- fic3ent between dam surface and aualar�ch� 4f 0.4, and a 5-foat �low depth, a l0-foot high dam wi1T stop a 22 mpE� avalanche. Sufifacient . storage for debr�s behind dams must be prauided. Final design of defens� structures requires knawledge ahflut the following design parameters: (a) Velocity. As showr� �n Figur� 5-1 , pressures (hence design lflads) , and struc�ure h���htS are bc�tE� �trangly rela�:ed to velocity. (b} Flaw height. Kr�owledge of flow hezght is required �o de�.ermine the design height of structur+es 33 . ' _ . . � � � i i r I e ,! . . � � � . � � . � . `. i . i . ' � � . . .. � . , � ` (B� �arth c�tch daro desigd hei,�h�� � ; ' . � � � i3 . ' . ; " Assu�iess 1�=1 �side��slppes, { ` , � � 0.� frictiori coeffi'cien� � � , . ' . � � � 11 '�-foot flox 'cl�epth � r i , i : � ; � � ; �� i ; � i � ' i � , • ; , ' ; , , 4 � � � j �.. , . � � , i , y � i ' j , i ; � � ' � , � ; � � ' ' ' j � � , � ; ' ' � � � ' i : x ' i ! � � ' � , : , � � � i . ' 3 A /�'7 i ` i � ! ' • i � , , . � ' ' . i i ; � . . . . . ' ��- , ; . j i . � , . � � I � i ' ' � � , �fl r�Fh � 1(� i .. i , 2i! . i � � : IMPACT VII.aCTTlf ��1PH} , ; ; � � r , . , ' ! � � . � � � p S�fl4 � (A� �ebriy-av�.lanche impact p�essu�ce � �^ (1} T?ensity = 9�+ lbs,��t� �-+ 6000 � �L� �4'1'1S�ty = �.�� 1�]:a��'�� � W � a .d, . �a �baa (�3 il) �; �, �� � . -� . � � � z000 � ,, : � : � � � � , . � � ; � ; ; , ; � , � . � . � , ; : (3 1 fl � i ; � 2D : � 30 mph , r : , . ; , , YMPACT VELi�CITY (�iPH) ; i FIGUFtL: j-1 . Ttnp�r.t �re��sur� c�f �ieY�r6.:� avalanr_hes (�:urv���; �). :��4.� �eqti�ired de:si�n h�i�ht 4-�f c�a#.c'�►1n,r da�n� (�'urvp D) � are b^#'�, :�tr�,r�.:�ly,� �:e��Pncient on i�:pa�:t, or �r:-:.a�1 ti����ciky. ia�armal�y-cle:,it;n�si t�uil::ir�r=:: �uf#'er dama�e a L as 11 tt:,e �� 1 fl0 1�,��f t�•34 , (c) Impact Pressure, �his mus� be �erived �rom estimates of vel�c�ty and density of det�ris ava1anehes. Impact pressure determines the required strength of struetures. (d� Stat�c Pressur�. Th75 may develop as debris is deposTted against ar on top of structures, and is a]sn related to th�e design strength o� struc�ures. �e) Vnlume. The va�ume of a debris avalanche must be stflred behind defe�se 5tr�etures, thus knawledge of val�me as�ists in ' planninq structure lncatian and size. (f) Travel Uistance. Th� potentaal traueT distance of � �ebris avalanche marks the limit �f destructian. '�stimates 9f maximum travel distance enables estimates ta be made of welocity in the run�tut zone. Althaugh none of the design parameters can be determined with a high degree of precision, anyone p�anning defense str�ct�res must c�nsider all �he design ele�ents 1isted ab4ve. Furthermore, �rocedures used fpr de�ermining the design elements sho��d be clearly stated far the purpas� of inde�endent reviQw of tt�e p�^oposed struct+ure suitab�lity. 5.3 De�ris-flow def�nses. I Th� general characteristi�cs 4f d��!"75 flo�rs in ilail are d�scu�sed I�� �n Sectit�n 2.�1. Eharacterist�cs impvrtan� to eans�der in �lanr�ing and �I I ��57gr1ing structural def�r�se facilities are listed below: I (a} Debris flow5 carr�on7y exhib�t fluid behaviar and high velo- cities in ste�ep r�ountain channels. 35 a ('�} �espite apparent fluid behav�or, d�bris flows commor�ly I transpor� very coarse-grained material , ancluding bou3�ers sev�ra� #`eet in diameter, n�ar the fronts an� upper surfac�s �of the flaw s�r�c�@s. �c} �ebris flaws may ceas� ta move as fluids th�icken and sf�p as water drains fr�ot� the f�ow �r as reduced gradi�nts ar� reached. (d) A singl�e episode of debris-flow activity may consist of several d�st�nct surg�s, aly of which can d���wer material to the a] luwial fans upon which development i� u�ual �y located. (e) Subsequent surges within �ebris-flow epi�a�d�s can easi ]y be . diverted aut af channe�s by pr�viou��y-depa5ited materia] that �as stopped and 6locked the channel . (f) d�uddy f7ood waters usua�ly occur between surges and tend ta randamly di�tribute rnud and sma1Z rocks on the a� ]uvial fan5. �igure 5-2 illustrates schematically the debri5-�law process �n a typieaT a�luvia� �an in the Vai1 area. Detai�s of debris-f�ow behavior wrtll vary with locativn and with the particular event. Beca�se debris-f�ow ch�racteristics vary considerably from an� Vail �ocatian to a�other, the appropriate type or types of structural defense facility will alsa vary. �he pre�en� a,nd praposed iand use and �he s�z�, farr�, and 5tee�ness of the alluvi�l fan alsa de�err�ine the most suitable type of de�'ense stru�tures. The fo3lowing types af defenses are aPpropriate at var�ous Vail locations. �a) Debris-cc��lection basins. Where sufficient area is avai�abl� on large , gently-slo�ing alluvial fans, bas�ns may t�e built 36 � I [ � � I r . .. ._"' _—'__'"' '...... . _ .. _ ._ . ..."_. . . I I . .. ...... .. .. ` _ � Debris-flow Characterist�.c� !�i �� �'' � ♦ � \ " ` ➢et?ri�-f 1 c�w .. ^ � �:}1:i7'�ICt.L`X'i:it.lCa \ ....: � �'. F� � �l � � c Steep �'ount�in `' ` � � � +r �� - Char►nel � I -� i � _ n��UV�a,i ���f'�JI'lf;� f=1;1 I Core ? Creek ��t- a a I CF�a�racteristi cs I�I A: lle�aris-avalanch�, arld other landslic�es reach channel a�d j I temporarzly block fldociing c�,annel . B: i}ebris fla�rs dew�lo� �.t�d acce�.er�.te c�4w7 channel . � II G; 1�,aximum v�locity is atta�ned and v€:laci.ty f?ucuations occur. I �I D: Loos� materi.al. is scoured frc�tn chaneael a�ci flc�w ;sass is � i 1n cx'eased, I � I?: Distinct d��ris-flox sur�;e, �mer�e: fr;S:� motint��Ir� channel. � li F: Flows lose water� encounter r.educpcl �;rar�ieni., an� de��sit � li mat,erial. I G: DPbris-flox sur�es may bl�ek ehannel anci cii�ert eubsequent �I, flo�+s ta other parts of �.he 3�.lt�vial fan. �I H: Imp�ct and de�ositi4n af debris �.�;ainst bttalriin�*s may acr�ur. II I: Subsequ,�nt xater floodin� e�odes d�bri.s-flow r�ePnsit and may 'i trans�ort r�ateria], to lower ��rt.� �#` alluvia.l fan. II FIG'UR� �j-2, achernatic of typ�cal rlebris-�l�w erosio:� a:�c3 deposi#,ion � pracess �t Vail. �rosion� del�o.�iti�n � a�;cl i���art r.haractaristics ��i of flows will c�iffer will e�ifter fr�rn r�nr� locatic�n i.o ancrtlzer b�i#� i I �rP critical in design of structural �3rot�ci.lon, !I �} I ! �� f I a � � I ; � � I �� I II � Ill —— _. — __._—__.. . . ._ . I ta catch th� coarse debris and mud. �asi�s must be desig�ed ta drain water thus preu�nting �mpaunding wat�r behind the basin and pr�venting breaching by wat�r overflaw. BaSin� m�st have a storage taPac�ty equal ar greater �han the valumes of a�l debris flaws �hat can b� reasanably expected during a s�ngle season. The interior of th� basin �ust also be �,I aGCessible for periodi� c3eanout. �a�ins are most ap��opriate I w�en an entire alluvial fan �ust be pratected. I {b) Breaking structures. Breaking s�ructure5 are intended to �I I dissipate debris-filaw �nergy and and allow �assage mf smaZl racks and debris i�to � downstream conveyance strueture. 'i Structures designed to dissi�ate fl�w en�rgy inclu�e da�s with spi�lways or fencels�i�lway com�inations , (�igures S-3, I 5-4, and 5-5), ar �ap invQ�ve fences designed �a break the I i struct�re of debris flaws, Because struetural da�s and II fences must resist imp�ct and depositional loads, desfign must I� carefu�ly cansider the dynamics of the debris flaws . I (c) Direct pr�teeti�n. Darect protectian involves reinf�rC3�g I �ndividual bui1dings or property for debris i�pact ar depositional loads, Suita��e pratectrton forms incl�de � re7�forcing building wa13s dir�ct�y, preferably during initial , I, construction or surroun�ing property with a �p�cia�ly-designed, I i flaw�resistant retaining wa�l . Pr-oper design zs critical and must consider debris-flow energy and d��th, and wall orienta- tion, a11 of which det�rmine wa�l strength and height� require- ments. Examp�es c�f diw�ct pratection walls are shown in Figure 5-6. 38 1 . *` "�' #t _ �'"�:��� ,.:��., � � � ',�'''�; �.. - "S�. � �.���.�� - �� h� � , ,. , � ,M$z �� �� � � #�`"'y .� e� �_ A.^ .. b��Gf '41 � � i .t..'�� � # ���,�^� � ; y: Y���y! ` r} � � r °� �,; "., .r _ _ �''�A, '�'y� r _ _ F"• �'�'n ae�, r" + .. _ � ,.� �� °�► .'j''I "�} . , . � ' � �....t ��.. .. ; � � 4 ' � �`� � � ��� g��$� �.�.,:.,�-��,�,��- � �� ��, � : � �-N .� '� }� � �Ik� g �m,�a� ��"�� � � " ;� ��.� � �,. , „� � - s�� � � FIGUR� 5-3. This smaZl catch dam, debris fence, and sp��7way is bUilt acrass a debr�s-flow channe] at Im�t, A�,stri�. The dam/fence/ spi] lway comhination stops sma�l debris #'�ows t�ut allows floodwater� tn �as�. . ��` � �_. �� ti�r�.���«� -��� .�,:` : �� - yr° � � �.. �.:� �� � � � r N ,§ �. �� �.�, �'.._ . #�+� r r� � 'q��� �,,.,��M°s.' �� � �' '� c�.,� . � 3'�''T �•;�'� ;.'�-� , ... - � � �r � ���P $i�lYll �M�° "� �; q,4s i� � �*fi' "�.s^�' F�:; < . �% '� .°�5 � �, > ' �, ."z�' '���;r! i, y,r,,,....��«.••-�w�ny ( . �a �� 'l�:tF. e'�IN � Y� ���l � 1 � ;' �� ���a � �`� ���q, �� �,'�.'�. � ��; ���a������' '� ��e ..- . ... � .'�t I �����w��*a�.>► �. FIGCIRE 5-4. This lar�e debris fence blacks roc�CS a�td ather coarse- grained dehris, act�ng as a large filter• 5maller rocks, w�ater, and mud passes thraugh the fence anci are transported down the channel by f�o�d water. The �tructure is d�signed for debris- flow �mpact and d�positianal loads. { Y�rst, Austri:a) . - . "'+' �i�'"�s� � ' a �q +�� ' � - - I "��5' . ..... ' . _x ,�` ,e��,�., �� ��,��. - i �a.b. � � �� T. ��Ys��` �e.� ��� II .��, �� � �� ..M` I .,,,�� ���,, �-� �.�F � { ���: _ 4. �"' �. M � �pp 'W ,'�i . .y 3{ ������ �Y,f k.t.a-�1'-r�. �a ' +1 +�f II ' .. . A ` � �y�, . - . ta�f + . � y� �, t� t w � _ „�� �" _ .�.y.'�"a�{, I �l F.''�y� ��x� ,.,�'.�� ' . .;L �� �',N�... II 3j � r � p gy F - � v 'a4,d Y� .. S �M"��� k �� .4` � _. , � �` . ;e" c.:� ' :. : , ,� . . . ��. �, �- � . �'.'f. � . .,�g " � ...� � �.�A � +3'F�'�� ��� � � ��� �� � " '��� �a �.e � �� � 7 �� ��. � � � `" I . . ,. . iv<,. � ..n . . . .Y.. � I I FIGI�RE 5-5. Tt�i s debri s-f]ow catch dam and sp��iway at Im�t br�alcs the �, str�cture af debrzs flow�, b�t allows� passage af f3oodwaters. I The dam is de5igned far impact and C�Ep4Slt14�1�� laads and the spillway s�ze will accammodate tt�� design f�ood. All catch d�ms must be accessibl� for c]eanout. ;�, � �k; 9`�� �� . "�.k"' �, . � � 3 �� � . ��`+�M.�"tl' ��Y °�.. ,.,,,,,, . � . ��- �� , :�,,, � •. , � ` ��,�`w - ,. ;`� t ;.�� ���.�' . :� �" ry�% , � °� ,,..�„��.�'�� „ir j � :� .�„� s � 3, ��n F �A�� �-g����x���;; n � , ��`. �"�, ��4� �� �� � .,; . -�s* �:. ffi � 4�., � �.�».., s�_�'' A FIGURE 5-6. F]oads and debris f,aws have b�en a prflblem at Ouray, Co�orado for most of this ��ntury. Space avail�ble far �efens�e structures is limited because af existing b�iildings. This 8-foat deep, 12- foot wide flume is intended ta convey debris flows af higtt water cont�nt thraugh town, b�t channel blo�kage dur�ng severe condi- t7ons is anticipated. Direct proteetion wa�ls are provided for bu�l�lings to pr�tect from debris overflaw. ' II . I (d} Conveyance structur�s. Channels designed to canvey debris I flows are most effective when the chanr�el is shor� and ste�p I (preferably ir� exc�ss af 15%), sma�th, and th�e flaw has a high wa�er ca�ter�t, Many aIlu�ial fan� at Vai1 da nvt maintain a steep sivpe t�o Gore Cr�ek. FurthermorE, exp�rienee wtth the 1�84 debr�s fla�ws shvws ttaat �arge vo�u�n�s of coarse�grained ! sedimer+t ar� includ�d in the flaws, therefore use c�f �anveyance structures a1or�e wil� generally not provide reliab1e protection at Vail . The ��ffectirre�e�ss af conveyance struc�ures Can be greatly increased if the caarse mat�ria� Ts remove�d from the flow by brealcing struetures. 7he mud and f�ner racks can thet� be transported down the �cQr�veyance ef�anne] b� floadwater. 1Je must reitera�e that desagn and canstruction of �r�y of the struc- t�ral p�otectio� fsarr�s d�scussed, �r any other form vf prot�etion ' requires site-spec�fic st�udy of the basin and aTluvial fan, and calcu- I l�ation of the debris-flpw dynamics. D�sign conditi�ns wi �� be hi�hly I variabae thraughout Va�l . i �I � i I I I �1 � b. DEBRIS-FLOW AN� DEBRIS-AVA�ANCHE NEAPS �.1 intraduction The hazard ma�s of this section del7neate areas subject to de�ris flaw� a�d debr�s avalan�hes. Degree of h�zard, as subdivided �n these ma��, depends on th� p�ysieal charaeteri�tics af maximum events, an approach �u§tif��ed and explained �n Section 5. 6.2 B�ses for Mappin� The mapping of debris fl�ws and debris av�lanches are based on the fallow�ng �onsiderat�ons: (a) Basin or slope c�aracter�stics. SeGause th� processes ail begin on steep s�opes, the vaiTey walls were st�died by photo inter��etativn a�d fi�ld inspect�on for previou5 evidence of slope fa�lures or areas where siope failures cauld oecur. (b� Water availability. Basins produci�g a shart, high-diseharge runo�f wer� �an5idered susceptible ta bath debris flows and , de�ris ava]anches. Debris flows are 1i�ely wh�n mixing of deb�is a�d wat�r �c�urs; d�br�s avalan�hes are more lik�ly on steep, snow-covered sl�pes w�th no stream available for mixing with th� debris. (c) 51ope ste�peness. Slapes steepe� than 3�° eonsisting af unco�solidated materaal are l�kely sources for landslides and debris avalanche�. (d} All�v�al-fan qradient. Steep atluwial fans �ar debris fans) 42 I x I li are ev�d�nc� af debris avalanches of rela�ively low w�ter content and F►igh �rictian. Coarse avaianche materiat is often I deposited near the t�ea�s af these st�eep fans. Les� stee�r tans I� . il resul� from combinations of debris flows and debr�s f1a�ds. � {e) R3�uvial-fan material . Debris �ansYSt�ng of large numbers I of m�ssive rocics are common an th� s�uth s�de of the va�ley , ar�d suggest high destruc��ve potentia] . DQposits C�!fi1SZS'�1tY� of sma�ler rocks t�nd to be �lispersed ov�r langer distances �� by f'lows wz�h less en�rgy. , (f) Trees �r� runout zane�. �he ages af trees i� runout �anes �re I � an indicati�n of how r�cently the last major event occurre�. I� Damdge to tree5 provide quantitative i�format�on about the dimen�i�ns �f the flows ar avalar►ches. (g) D nam�c modelin . Calc�latians of the velocity and energy of processe� were used �n det�rminat�on c�f boundariES between htgh and r�aderate hazard areas. 6.3 Definitions of Hazard Zones Re7ative zones n� haxard intensity fr�m debris fl�ws and debris II � avalanches are de§ignated as Hi h hazard, t�oder°ate Hazard, and Qebris- I avalanche ha�ard on the maps ir�cluded �n this sectian. D�]ineation of il th+� hazard zan�s is has�d on th� characteristics described in 6.2 d, e, and g (abave) � and upon estimated velocities, densities, and impact- ', pressure p��entials (kinetic-energy densities�. Defir�itions and I diseus�ions of the hazard zones are as follows: I, (a� Nigh hazard (debris fl�rw�._ Th�s ar�a i� subject to debris ' flows which, becuase of th�eir de§tructive potential , cau]d 4:3 ry I I �ndanger life and pr+�per�y. F�ows her� tr�an�port large bc��lders, reach velocities of as much as 2t� mph, and can cau�e �xtreme da�age t� buildings thraugh impact and debris depvsi- I �ian, re�vcatior� of structures, and erosion. Orr�y lt�ited , stru�tural pratection from debris flaws wi�l be ��ssib�e in �, �� the high hazard zone» The high-hazard zone carresponds to a !, "level 2°` area as defined by Mears (�917}. II 4b) Moder~at� hazard (debris flow). Th�s ar�a �s su�ject to debris �� I I flows where the impa�ts are less severe t�an in a high hazard ' zon+�. Generally smaller rQCks and lesser flow depths �nd I ��pc�sjts occur jn the maderate hazard zvne, Nluddy f�oods a�lso transp�rt materia� thr�ugho�t t�e moderate hazard xo�ne. hiitagatiot� techniques are of�en prac��cal k�ere, but require i �ite-s�ecific design. The �noderate-hazard zc�r�e cqrrespond� t� a "'Levea 1" area as described �n Mears �1977). ��) pe�ri�-ava�anche hazard. 8ec�use debris avalanches ar� �oten- tially very d�structive near�y ta their downhilllim�ts, on]y ane zone nf hazard int�nsity can �e defin�d. Structural damage is caus�d by impact, crushinq, and re1ocation of �truc- tures. Re�nforcing buildings for impact and/or de�ositional loads probably is not feasib�e except near the downhilj limits of the ava�anches. Catching struc�ures ma;y be �`easible as discussed in Section 5. dhe debri5-aval�ncl�e hazard zone carresponds to a "`�.eve1 2" area as described ir� Mears (]977). 44 �.� 3nter��et�tio� and �ccuracY of Hazard Lfnes �he hazard-zone limits sh�wn on the attached maps are based on current aer�al phatography, and a�plies appropriate engi�eering and geologtic techniques to det�rmine the �aundaries. Approximately 15U residences ar other bui?ding� are exposed to moderate or high �arard , and 30 of the5e are exposed to high hazar� fr�m f�aws or avalanches. �any bu�ldings withzn the runo�t are�s block the flow of debris or divert the flow to new directions. Roads and ot�er t�rrain trregu�arities, both natural and man made tend to induce deposition and cha�ge �low dir�ction, espec�ally near the outer limits of the moderate-ha�ard zone, W�en h�zard lin�s terminate at the uphill sides of buildings, this indicates that f]ow en�r�y wi11 be absorbed by the building. The hazard baundari�s, as contained in this repart, are subject to revision as new i�formaton 6ecomes availab�e, �ew construction, particu- T�rly defe�se facilit3es, can s�gntficantly alter hazard lines. New b�ildings may block the flow of debris, reducing the hazard dawnslape. If new �o�structia� occurs, the haz�rd 1��i�s may require adjustment. Fi�a11y, new re�earch on debris flow or avalanche behaviQr, or abserva- tions �f debris flows in t�e Vail area m�y requ�re the conclusions , reco�endations, or mapped l�m3ts to be changed. 45 il . ' I I MAP EXP�ANATI�N II �I �I i �EB�tIS F!�UW �HIGH �tRZARQ) Th�se�areas can exper�er�ce sewere structural I damage and possibl� l��s af life thr�ough �I �mpact and dep�sition of mud, rock, and �, debri s. I I� � I � � � �� I / � � _ � � � � 1 � � } DEBRI5 FL�1W (3�DD�RATE tiAZA�D) � �(' These are�s �an exp�rZenee property damage � � thrc�ug� floodang, erasion ar�d impaet of 'ti. � muddy water, soi l , rocic, and de�ri s. � I I II i Q�BRIS AVA�ANCH£ (HIGH E{A�AR� Thes� area� can experie�ce severe structural , damage by impact and deposit�on of wet �now, I st�i 1 , rock, and debri s. I �I � I 45 '� � � .. .. � �` � , _ .. . ,- . .. . .. . . � f ,K.. ,,..,., - — -�«,�. _� , .... ���. _._ ..- --- .... �.r: --�-- i I ' ,w,s, �v. , � - I r-»�-�� � i A `���� I I I l� 'r-� 4r� .. i �° ' .... ,� �a�- /- � ��'"�.� � �� � '`�. �.%:' `� �'- ---== i�-- �"�:�;.�. j .,.. �� ��� ``� / `,,R,.�' �r ..�' � __ v`'A` ���. >: � �� -�` � a ,/, — _ - �.,�, f �'� -� � .., ,= .� ..,. ��- OFFICIAL ZONING MAP � �'^, ... TOWN OF VAIL. EAGLE COUNTY� CJL�RAQD ��,;r� �`'' �� _ . '� � , i� l . - . . 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