Author of Article: Paul Barr Title of Article: Flexing your budget. Experts urge hospitals, systems to trade in their traditional budgeting process for a more dynamic and versatile model. Journal/ Newspaper/ Website - Name and date: Modern Healthcare, 35(37), 24. Summary of Article: (This section is a summary of the article. It should be about a paragraph in length.) Key Points: (This section should state the important points discussed in the article. It should be bulleted or numbered and in sentence form.) Your Own Analysis: (This section should discuss what you thought about the article.) Questions: · What the benefits of having a flexible budget? · What are some of the downsides of having a flexible budget? · Do you think the budget busters are accurate? Why or why not? · How does the flexible budget address these budget busters? HW13 Problem #1 -- Solution Δt for Lagging Procedure (hours) = 2.00 Base Flow for Simulated Flood, QB (cfs) = 1,500 Effective Rainfall Increments: R1 (inches) = 0.60 R2 (inches) = 0.60 Simulated Flood Components Elapsed 24-Hour Unit ERH Increment R1 ERH Increment R2 Base Total Flood Time Hydrograph, QUHi Hydrograph, Qi Hydrograph, Qi Flow, QB Flow, QTi (hr) (cfs/in) (cfs) (cfs) (cfs) (cfs) 0.00 0 0 1,500 1,500 2.00 43 26 1,500 1,526 4.00 86 51 1,500 1,551 6.00 128 77 1,500 1,577 8.00 171 103 1,500 1,603 10.00 214 128 1,500 1,628 12.00 257 154 1,500 1,654 14.00 385 231 1,500 1,731 16.00 513 308 1,500 1,808 18.00 642 385 1,500 1,885 20.00 1,027 616 1,500 2,116 22.00 1,412 847 1,500 2,347 24.00 1,797 1,078 0 1,500 2,578 26.00 2,781 1,669 26 1,500 3,195 28.00 3,766 2,259 51 1,500 3,811 30.00 4,750 2,850 77 1,500 4,427 32.00 6,547 3,928 103 1,500 5,531 34 00 8 344 5 007 128 1 500 6 63534.00 8,344 5,007 128 1,500 6,635 36.00 11,168 6,701 154 1,500 8,355 38.00 15,020 9,012 231 1,500 10,743 40.00 14,955 8,973 308 1,500 10,781 42.00 14,891 8,935 385 1,500 10,820 44.00 14,806 8,883 616 1,500 11,000 46.00 14,720 8,832 847 1,500 11,179 48.00 14,634 8,781 1,078 1,500 11,359 50.00 13,736 8,242 1,669 1,500 11,410 52.00 12,837 7,702 2,259 1,500 11,462 54.00 11,939 7,163 2,850 1,500 11,513 56.00 11,425 6,855 3,928 1,500 12,283 58.00 10,912 6,547 5,007 1,500 13,054 60.00 10,398 6,239 6,701 1,500 14,440 62.00 10,141 6,085 9,012 1,500 16,597 Peak Flow 64.00 9,885 5,931 8,973 1,500 16,404 66.00 9,628 5,777 8,935 1,500 16,212 68.00 9,286 5,571 8,883 1,500 15,955 70.00 8,943 5,366 8,832 1,500 15,698 72.00 8,601 5,161 8,781 1,500 15,441 74.00 8,344 5,007 8,242 1,500 14,748 76.00 8,087 4,852 7,702 1,500 14,055 78.00 7,831 4,698 7,163 1,500 13,362 80.00 7,574 4,544 6,855 1,500 12,900 82.00 7,317 4,390 6,547 1,500 12,437 1 of 8 Simulated Flood Components Elapsed 24-Hour Unit ERH Increment R1 ERH Increment R2 Base Total Flood Time Hydrograph, QUHi Hydrograph, Qi Hydrograph, Qi Flow, QB Flow, QTi (hr) (cfs/in) (cfs) (cfs) (cfs) (cfs) 84.00 7,061 4,236 6,239 1,500 11,975 86.00 6,782 4,069 6,085 1,500 11,6 ...

1. Author of Article: Paul Barr
Title of Article: Flexing your budget. Experts urge hospitals,
systems to trade in their traditional budgeting process for a
more dynamic and versatile model.
Journal/ Newspaper/ Website - Name and date: Modern
Healthcare, 35(37), 24.
Summary of Article:
(This section is a summary of the article. It should be about a
paragraph in length.)
Key Points:
(This section should state the important points discussed in the
article. It should be bulleted or numbered and in sentence form.)
Your Own Analysis:
(This section should discuss what you thought about the
article.)
Questions:
· What the benefits of having a flexible budget?
· What are some of the downsides of having a flexible budget?

2. · Do you think the budget busters are accurate? Why or why
not?
· How does the flexible budget address these budget busters?
HW13 Problem #1 --
Solution
Δt for Lagging Procedure (hours) = 2.00
Base Flow for Simulated Flood, QB (cfs) = 1,500
Effective Rainfall Increments:
R1 (inches) = 0.60
R2 (inches) = 0.60
Simulated Flood Components
Elapsed 24-Hour Unit ERH Increment R1 ERH Increment R2
Base Total Flood
Time Hydrograph, QUHi Hydrograph, Qi Hydrograph, Qi Flow,

3. QB Flow, QTi
(hr) (cfs/in) (cfs) (cfs) (cfs) (cfs)
0.00 0 0 1,500 1,500
2.00 43 26 1,500 1,526
4.00 86 51 1,500 1,551
6.00 128 77 1,500 1,577
8.00 171 103 1,500 1,603
10.00 214 128 1,500 1,628
12.00 257 154 1,500 1,654
14.00 385 231 1,500 1,731
16.00 513 308 1,500 1,808
18.00 642 385 1,500 1,885
20.00 1,027 616 1,500 2,116
22.00 1,412 847 1,500 2,347
24.00 1,797 1,078 0 1,500 2,578
26.00 2,781 1,669 26 1,500 3,195
28.00 3,766 2,259 51 1,500 3,811
30.00 4,750 2,850 77 1,500 4,427
32.00 6,547 3,928 103 1,500 5,531
34 00 8 344 5 007 128 1 500 6 63534.00 8,344 5,007 128 1,500
6,635
36.00 11,168 6,701 154 1,500 8,355
38.00 15,020 9,012 231 1,500 10,743
40.00 14,955 8,973 308 1,500 10,781

4. 42.00 14,891 8,935 385 1,500 10,820
44.00 14,806 8,883 616 1,500 11,000
46.00 14,720 8,832 847 1,500 11,179
48.00 14,634 8,781 1,078 1,500 11,359
50.00 13,736 8,242 1,669 1,500 11,410
52.00 12,837 7,702 2,259 1,500 11,462
54.00 11,939 7,163 2,850 1,500 11,513
56.00 11,425 6,855 3,928 1,500 12,283
58.00 10,912 6,547 5,007 1,500 13,054
60.00 10,398 6,239 6,701 1,500 14,440
62.00 10,141 6,085 9,012 1,500 16,597 Peak Flow
64.00 9,885 5,931 8,973 1,500 16,404
66.00 9,628 5,777 8,935 1,500 16,212
68.00 9,286 5,571 8,883 1,500 15,955
70.00 8,943 5,366 8,832 1,500 15,698
72.00 8,601 5,161 8,781 1,500 15,441
74.00 8,344 5,007 8,242 1,500 14,748
76.00 8,087 4,852 7,702 1,500 14,055
78.00 7,831 4,698 7,163 1,500 13,362
80.00 7,574 4,544 6,855 1,500 12,900
82.00 7,317 4,390 6,547 1,500 12,437
1 of 8

5. Simulated Flood Components
Elapsed 24-Hour Unit ERH Increment R1 ERH Increment R2
Base Total Flood
Time Hydrograph, QUHi Hydrograph, Qi Hydrograph, Qi Flow,
QB Flow, QTi
(hr) (cfs/in) (cfs) (cfs) (cfs) (cfs)
84.00 7,061 4,236 6,239 1,500 11,975
86.00 6,782 4,069 6,085 1,500 11,654
88.00 6,504 3,903 5,931 1,500 11,333
90.00 6,226 3,736 5,777 1,500 11,012
92.00 5,948 3,569 5,571 1,500 10,640
94.00 5,670 3,402 5,366 1,500 10,268
96.00 5,392 3,235 5,161 1,500 9,896
98.00 5,092 3,055 5,007 1,500 9,562
100.00 4,793 2,876 4,852 1,500 9,228
102.00 4,493 2,696 4,698 1,500 8,894
104.00 4,194 2,516 4,544 1,500 8,561
106.00 3,894 2,336 4,390 1,500 8,227
108.00 3,594 2,157 4,236 1,500 7,893
110.00 3,509 2,105 4,069 1,500 7,675
112.00 3,423 2,054 3,903 1,500 7,456
114.00 3,338 2,003 3,736 1,500 7,238

6. 116.00 3,252 1,951 3,569 1,500 7,020
118.00 3,167 1,900 3,402 1,500 6,802
120.00 3,081 1,849 3,235 1,500 6,584
122.00 2,974 1,784 3,055 1,500 6,340
124.00 2,867 1,720 2,876 1,500 6,096
126.00 2,760 1,656 2,696 1,500 5,852
128.00 2,653 1,592 2,516 1,500 5,608
130.00 2,546 1,528 2,336 1,500 5,364
132.00 2,439 1,463 2,157 1,500 5,120
134.00 2,332 1,399 2,105 1,500 5,005
136.00 2,225 1,335 2,054 1,500 4,889
138.00 2,118 1,271 2,003 1,500 4,774
140.00 2,011 1,207 1,951 1,500 4,658
142.00 1,904 1,143 1,900 1,500 4,542
144.00 1,797 1,078 1,849 1,500 4,427
146.00 1,733 1,040 1,784 1,500 4,324
148.00 1,669 1,001 1,720 1,500 4,222
150.00 1,605 963 1,656 1,500 4,119
152.00 1,540 924 1,592 1,500 4,016
154.00 1,476 886 1,528 1,500 3,913
156.00 1,412 847 1,463 1,500 3,811
158.00 1,369 822 1,399 1,500 3,721
160.00 1,327 796 1,335 1,500 3,631
162.00 1,284 770 1,271 1,500 3,541
164.00 1,241 745 1,207 1,500 3,451

7. 166.00 1,198 719 1,143 1,500 3,361
168.00 1,155 693 1,078 1,500 3,272
170.00 1,113 668 1,040 1,500 3,207
172.00 1,070 642 1,001 1,500 3,143
174.00 1,027 616 963 1,500 3,079
176.00 984 591 924 1,500 3,015
178.00 941 565 886 1,500 2,951
180.00 899 539 847 1,500 2,886
182.00 834 501 822 1,500 2,822
184.00 770 462 796 1,500 2,758
186.00 706 424 770 1,500 2,694
188.00 642 385 745 1,500 2,630
190.00 578 347 719 1,500 2,565
2 of 8
Simulated Flood Components
Elapsed 24-Hour Unit ERH Increment R1 ERH Increment R2
Base Total Flood
Time Hydrograph, QUHi Hydrograph, Qi Hydrograph, Qi Flow,
QB Flow, QTi
(hr) (cfs/in) (cfs) (cfs) (cfs) (cfs)

8. 192.00 513 308 693 1,500 2,501
194.00 503 302 668 1,500 2,469
196.00 492 295 642 1,500 2,437
198.00 481 289 616 1,500 2,405
200.00 471 282 591 1,500 2,373
202.00 460 276 565 1,500 2,341
204.00 449 270 539 1,500 2,309
206.00 439 263 501 1,500 2,264
208.00 428 257 462 1,500 2,219
210.00 417 250 424 1,500 2,174
212.00 407 244 385 1,500 2,129
214.00 396 237 347 1,500 2,084
216.00 385 231 308 1,500 2,039
218.00 364 218 302 1,500 2,020
220.00 342 205 295 1,500 2,001
222.00 321 193 289 1,500 1,981
224.00 300 180 282 1,500 1,962
226.00 278 167 276 1,500 1,943
228.00 257 154 270 1,500 1,924
230.00 235 141 263 1,500 1,904
232.00 214 128 257 1,500 1,885
234.00 193 116 250 1,500 1,866
236.00 171 103 244 1,500 1,847
238.00 150 90 237 1,500 1,827

9. 240.00 128 77 231 1,500 1,808
242.00 107 64 218 1,500 1,782
244.00 86 51 205 1,500 1,757
246.00 64 39 193 1,500 1,731
248.00 43 26 180 1,500 1,705
250.00 21 13 167 1,500 1,680
252.00 0 0 154 1,500 1,654
254.00 141 1,500 1,641
256.00 128 1,500 1,628
258.00 116 1,500 1,616
260.00 103 1,500 1,603
262.00 90 1,500 1,590
264.00 77 1,500 1,577
266.00 64 1,500 1,564
268.00 51 1,500 1,551
270.00 39 1,500 1,539
272.00 26 1,500 1,526
274.00 13 1,500 1,513
276.00 0 1,500 1,500
Peak Discharge (cfs) = 16,597
3 of 8

10. 8,000
10,000
12,000
14,000
16,000
18,000
D
is
ch
ar
ge
, Q
(c
fs

11. )
Simulated Flood Hydrograph
ERH Increment R1 Hydrograph, Qi
ERH Increment R2 Hydrograph, Qi
Base Flow, QB
Total Flood Flow, QTi
0
2,000
4,000
6,000
0 50 100 150 200 250 300
Time (hr)
HW 13 Problem #2 --